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Home My WebLink AboutSWP272711(2) t Report of Drainage System Study Renton Village Renton, Washington Y 4 I I' .1 I i II I I �1 I J�NES ASSOCIATES, INCORPORATED - � f Table of Contents - I Statement of Problem 1 II Authorization of Study 1 A Preliminary Study 1 B Comprehensive Drainage Analysis 1 C Precise Mapping 1 D HEC-1 Flood Hydrographs 2 E Construction Plans for 72" Interceptor 2 F Drainage Study Summary Map 2 III Major Study Items 3 A Drainage Basin 3 B Inflow Hydrographs 3 Basin Inflow Hydrograph Summary 4 C Precise Mapping 3 D HEC-1 Flood Hydrograph Analysis 5 1 Existing Conditions 5 2 50% Reduced Outlet Pipe Capacity 5 3 With 72" Bypass through Renton Village 5 4 Storm of October 5-6, 1981 6 5 Flooding by Overtopping Summary 7 IV Conclusions 6 V Recommendations 6 VI Appendix A Drainage Basins Al B Inflow Hydrographs Bl C Precise Mapping Cl D Drainage System Mapping Dl E Flood Hydrograph - Existing Conditions El F Flood Hydrograph - 50% Reduced Outlet Pipe Capacity Fl G Flood Hydrography - 72" Bypass through Renton Village Gl H Flood Hydrograph - Storm of October 5-6, 1981 H1 i t i r , I Statement of Problem Renton Village consists of 58 acres at the discharge point of 754 acres of contributing area. The area is cut off from draining by the cloverleaf interchange of Interstate ;Highway 405 and State Highway 167, having only a 48" diameter outlet pipe.:I .lThe inflow to this outlet culvert is expected to range from 192 cubic feet per second (cfs) for a 2-year storm up to 442 cfs in a 100-year storm. The 48" diameter outlet pipe is grossly inadequate. The Renton Village Shopping Center has flooded, causing in- convenience and concern as to the possiblity of danger to life and property. i II Authorization of Study II A. Preliminary Study Jones Associates, Inc. was retained on December 16, 1980 to perform a preliminary investigation to: 1 . Assemble existing data. 2. Determine drainage boundaries flowing directly through I Renton Village. 3. Identify alternate solutions to drainage problem. 4. Prepare letter report of services to complete drainage analysis. This phase was completed on January 30, 1982. B. Comprehensive Drainage Analysis I The initial study was expanded in early February 1981 to: r1 . Physically locate drainage facilities that were not lo- cated on existing mapping. 2. Refine drainage basin areas by more detailed study. 3. Prepare inflow hydrographs of each basin and the total basin ending at the discharge point from Renton Village. 4. Develop computer program to determine flows and backup water surface elevations for various storm intervals. 5. Develop methods of keeping flooding in the Renton Village Center to an acceptable level . iC. Precise Mapping of Renton Village In May of 1981, the Analysis had progressed to a point where the mag- nitude of flows was known and it was determined that a pipe bypass around the Center was financially unfeasible. Flooding would occur in Renton Village for many years to come, and because of the very slight changes in ground elevation, precise elevations were needed to compute storage and depth of flooding. In June 1981 , Renton Village Company authorized the preparation of Precise Aerial Mapping at a scale of 1" = 50, with 1-foot interval contours. This included very accurate scale orthophoto maps and precise elevations on a 50-foot horizontal grid thorughout the Center. The precise maps and grid elevations were completed on August 14, 1981 . 1 �1 D. HEC-1 Flood Hydrographs Concurrent with the determinaton to map the Center had been the deci- sion to go to the most precise method of determining outlet flows, backup water surface elevations and occupied. storage. The HEC-1 Flood Hydrograph 'Package was selected and computer runs were made for various conditions through October 1981 . A presentation of the results of this portion of the study was made on November 2, 1981 . E. Construction Plans for First Phase of 72" Pipe Interceptor Bypass At the presentation of November 2, 1981 , Jones Associates, Inc. was instructed to prepare construction plans for the first phase of a 72" pipe bypass line which would ultimately discharge beyond the highway cloverleaf. Preliminary location plans and cost estimate were prepared, and a program approved by Renton Village Company. The plans, specifications and cost estimate for client review were com- plete on April 6, 1982. F. Drainage Study Summary Map The various components of the study were in separate locations. So that a clear blueprint for the future activity would exist, Renton Village Company instructed Jones Associates, Inc. to develop a final plan and report that would include: 1 . A central 1" = 50' photo map which showed existing development, 1-foot interval contours, and the existing drainage system for Renton Village Center. 2. Small scale map of the contributory drainage area showing each of the five drainage basins and a text of the physi- cal characteristics of each basin. 3. Plot of 100-year Inflow Hydrographs for each basin and the total basins with a table showing areas, peak flows for 2, 5, 10, 25, 50 and 100 year storms with the time peak occurs. Also text describing development of hydrographs. 4. A summary of flood elevation, length of flooding time and storage occupied for the various conditions analyzed in the HEC-1 Flood Hydrograph Study. Also a text describing how data was developed. 5. A tabulation of pipe sizes, invert elevations and rim elevations for all drainage structures in Renton Village Center. 6. A sandwich overlay which can be printed on the photo map showing maximum flooding depth in one foot intervals, with a conservative flood elevation of 25. 2 �I III Major Study Items A. Drainage Basins The 754 acres that were contributory to the 48" outlet at the highway cloverleaf were divided into five basins determined by the pipe systems entering into Renton Village. The location of these basins and a description of their characteristics are included in Appendix i A. { I B. Inflow Hydrographs Hydrographs for each basin were prepared by computer modeling by II I NEC-1 program which considered the following criteria: h, 1 . Area as determined by City of Renton map and field investigation. 2. Slope and channel condition by City of Renton map and field investigation. 3. Soil types from U.S. Department of Agriculture Soils Sur- vey of King County. 4. Surface runoff conditions by field investigation. 5. Surface imperviousness based on future development of us- j ing Renton Zoning Maps, and consideration of utility owned areas that would remain undeveloped. 6. Total rainfall amounts for various year return interval , 24 hour storms using NOAA Atlas No. 2 U.S. Soil Conserva- tion Service Rainfall Temporal Distribution Pattern IIA and rainfall data for actual storms from the U.S. Weather Bureau, Sea-Tac Gage. The development of the inflow hydrographs for each basin is described in Appendix B. In simplified language, the 100 year storm means that one storm of that intensity can be expected in a 100-year period. Likewise, a 2-year storm means that a storm of that intensity can be expected in a 2-year period. A summary of peak inflow and the time l occur for 2, 5, 10, 25, 50 and 100 year re- that the peak inflow wil turn interval storms is tabulated on the next page. C. Precise Mapping Because a very small elevation difference made a very large differ- ence in storage, it was considered necessary to have precision mapping of the Renton Village Center. A very accurate 1" = 50' map with 1-foot contours was prepared by modern aerial photographic methods. Additionally, 10,000 elevation points on a 50-foot grid were obtained and punched for input to the computer program. The details of the photographic mapping process are presented in Appendix C. The details of the Drainage System Mapping are covered in Appendix D. 3 . i D. HEC-1 Flood Hydrograph Analysis The HEC-1 Flood Hydrograph Package is a computer program published by Center of the U.S. Army Corps of Engineers the Hydrologic Engineering i; nditions of complex drainage to analyze the rate of flow-time co basins. Printouts ;also provide water surface elevations and j durations plus the effect of storage. Input must include inflow hydrograph data, SCS curve number which reflects the runoff characteristics of the basin, vertical data as to storage and program routine. For this study the culvert under Talbot Road was modeled as a low level outlet, the high ground west of the substation pond as a broad-crested weir (dam overtop routine) , and the 48" outlet at the cloverleaf as a low level outlet, with Rainier Avenue modeled as a i broad-crested weir (dam overtop routine) . Numerous runs for fine tuning and various conditions weremade, ad e range this re the results of four runs that represent9e o conditons are included. 1. Flood Hydrograph of Existing Conditions This run represents the present drainage pipe system, consider- ing that the 48" outlet pipe has full capacity and the ultimate development of the basins has occurred. It indicates that flooding will occur in a 5-year storm and that the depth of flooding for this storm is nearly as much as for a 100-year storm, but the length of flooding time is only about 50% of the time in a 100-year storm. A copy of this hydrograph and a de- scription of the procedure are included in Appendix E. The Flooding by Overtopping Summary following permits comparison of the major factors of this flood hydrograph with other hydrographs. 2. Flood Hydrograph of 50% Reduced Capacity if 48" Outlet Pipe This run is included to show the minor effect of reducing the outlet capacity of the 48" pipe through the cloverleaf. For all storm intervals, the flood water surface is raised less than 4 inches but the flooding time is approximately three times as long. The reason for these variations is that the outlet pipe is, even when 100% effective, grossly inadequate and that a small rise of water surface gives a large storage volume. A copy of this flood hydrograph and a description of the run are included in Appendix F. This run is included in the Flooding by Overtopping Summary following so that it can be compared to other flood hydrographs. 3. Flood Hydro raph with 72" Bypass through Renton Village This run is included to show the very substantial effect of a 72" pipe, capable of carrying 180 cfs from substation to beyond the cloverleaf. This would essentially eliminate flooding ex- cept very minor overtop in a 100-year storm. It must be noted that this improvement will not occur until the bypass is 5 . put beyond the cloverleaf. Even if it were carried to the 48" outlet pipe, it would have very little effect. A copy of this i flood hydrograph and description are included in Appendix G. This run is included in the Flooding by Overtopping Summary following so that it can be compared to other flood hydrographs. i ,. 4. Flood Hydrograph of Storm of October 5-6, 1982 This run is included to compare a computation based on the ac- tual precipitation rates of this storm with a theoretical storm. This is a computer modeling, not actual flow or relevation measurements. The results indicate that the peak flows are approximately 50% of the theoretical 50 year storm, but the flooidng depth and length of flooding are greater than the theoretical 50 year storm. The description of the routine, a chart comparing the features of flow and flooding and the flood hydrograph are included in Appendix H. 5. Flooding by Overtopping Summary (See next page.) IV Conclusions 1. The drainge basins contributory to the outlet pipe at the coverleaf produce very high flows. 2. The 48" outlet pipe under the cloverleaf is grossly inadequate so that reduction in the capacity of this line has little effect on flood elevation but does increase the period of flooding. Neither the Washington Department of Transportation or the City of Renton appears to have any method of providing an adequate outlet pipe through the cloverleaf. 3. Flooding depth of Renton Village is not increased much by the higher intensity storm because of overtopping of Rainier Avenue and the very large storage area. Flooding is not life threatening or in danger of causing major physical damage as buildings are above computed flood elevations. 4. A 72" diameter pipe that bypasses up to 180 cfs from substation to be- yond interchange essentially eliminates the flooding problem. Until it goes beyond the cloverleaf it will have very little effect on flooding as the capacity of the 48" outlet pipe is still governing and the pipe itself provides very little storage. 5 . Local flooding at elevations above computed values can occur due to lack of local conveyance capacity. V. Recommendations 1 . Renton Village Company should continue with the program of having fin- ish floor elevations above Elevation 25. 6 FLOODING BY OVERTOPPING SUMMARY I Storm Return Intervals l i. 2 year 5 year 10 year 25 year 50 year 100 year I Talbot Road - Basins 1 & 4 - 'Elevation to overtop = 28.70 l i 166 207 248 256 289 Peak Flow-CFS 115 10.83 10.83 10.83 11 .33 10.83 10.20 Time to Peak-hrs 29.06 29.11 29.12 29.15 Backup Water Elev 28.99 28'99 2.67 3.33 3.50 3.83 Hours of Overtop 1 .00 4 5 5 5 5 Acre Feet Storage 4 4 i' Substation - Basins 1, 2 & 4 - Elevation to Overtop = 24.10 Existing Condition 291 337 346 379 Peak Flow-CFS 171 - 243 11.00 11 .00 10.83 11 .33 10.83 11 .00 ! Time to Peak-hrs 24.62 24.72 24.78 24.83 24.84 24.87 !' Backup Water Elev 8.83 11.00 13.00 14.33 5.50 7.17 2 2 2 Hours of Overtop 1 1 2 II Acre Feet Storage Hypothetical 72" Bypass Through Site 80 CFS Maximum Bypass 167 203 157 0 49 112 Peak Flow CFS 0 11 .17 10.83 11 .00 10.83 10.82 Time to Peak-hrs 23.84 24.49 24.59 24.61 24.67 20.00 Backup Water Elev 0 1 .50 2.17 2.33 2.67 Hours of Overtop 0 1 1 1 1 I Acre Feet Storage 0 1 i Cloverleaf 48" Outlet - Basins 1 , 2, 3, 4 & 5 - Elevation to Overtop 23.90 Clove Existing Condition 253 322 334 98 384 172 Peak Flow-CFS 13.33 12.33 11 .83 11 .67 21. 11 .50 Time to Peak-hrs 24.29 4.30 30 24.36 Backup Water Elev 23.74 24.08 24.50 5 .67 5.83 6.83 Hours of Overtop 0 3.33 30 30 32 Acre Feet Storage 18 24 27 • 48" Outlet at 50% Capacity 125 201 278 345 356 406 I Peak Flow-CFS 67 11.50 11.33 11 .33 11 . 12.67 12.00 24.38 24.43 Time to Peak-Hrs 24.09 24.20 24.30 24.57 15.17 Backup Water Elev 8.17 11 .50 14 .17 14.50 Hours of Overtop 5.67 30 32 33 34 fAcre Feet Storage 24 27 I Hypothetical 72" Bypass Through Site 80 C Maximum Bypass 90 96 96 109 Peak Flow-CFS 43 75 12.17 12 .17 12.33 18.27 11 .33 22.68 23.40 23.51 23.95 Time to Peak-Hrs 18.27 20.98 Backup Water Elev 0 0 0 1 .00 Hours of Overtop 0 O 0 1 5 13 14 21 Acre Feet Storage i 7 I i\ I� Renton village Company should maintain pressure on the State and City �,,� 2.for future adequate outlet pipe through the cloverleaf. ed rough 3. The 72° diameter pipeline i evenrthoughshoulditewillshavetonlyhminor the development at opportune timesmes,, effect on flooding until carried beyond the cloverleaf. The interior drainage system should be improved by replacing or 4. ines. An analysis should be performed to bypassing inadequate l es so that replacement can be done at opportune the unsatisfactory lin times. i i I , 1 I t. i g {i Appendix A - Drainge Basins The drainage basins used for Inflow-Hydrographs and Flood Hydrograph wn in the Map, page A-2. The following is a brief de- I` Analysis are sho i scription of each basin. r Basin 1 The easternmost of the two large off site drainage basins has an area of 404 acres with single family, multi-family and commercial uses. The I; average slope of the basin is approximately 6%. The ground surface is, and probably will remain, primarily grassed overland flow. The exit from ich discharges into Basin 4 . Basin 1 is at a 48" culvert under SR 405 wh SCS Curve 95 is used for the analysis. Basin 2 ' i The westernmost of the two large off site drainage basins has an area of 190 acres with single family, multi-family and commercial uses . The average slop of the basin is 7-1/2%. The ground surface is, and probably will remain, grassed overland flow. The exit from Basin 2 is at the 30" e culvert under Puget Drive which increases to a 42" culvert discharging into the Renton Village Basin 5. SCS curve 96 is used for the analysis. i Basin 3 The area south of SR 405 below the outlet for Basin 2 has an area of 58 acres of single family, multi-family and commercial uses. The basin has an average slope of 3%. Overland flow distances are short. Exit from Ba sin 3 is by three or more culverts under SR 405 to Renton Village Basin 5. SCS Curve 91 is used for the analysis . Basin 4 The area between SR 405 and Talbot Road is 38 acres containing PSP & E maintenance yard. The average slope of the basin is 1-1/2%, the channel being a flume which receives the flow from Basin 1 . The exit from the basin is by a 60" x 42" pipe arch under Talbot Road to Renton Village Basin 5. SCS curve 96 is used for the analysis. Basin 5 ` The Renton Village area is designated as Basin 5, having an area of approximately 58 acres which will be shopping and office area. The aver- age slope is 1/2%. Basins 1 , 2, 3 and 4 discharge into Renton Village. The pipe outlet is a 48" culvert through the interchange of SR 405 and 167. SCS curve 99 is used for the analysis. Al AM BASIN INFLOW HYDROGRAPH SUMMARY STORM RETURN INTERVALS Basin 2 Year 5 Year 10 Year 25 Year 50 Year 100 Year Peak Peak Peak Peak Peak Peak Area Flow Time Flow Time Flow Time Flow Time Flow Time Flow Time No. (Acres) (cfs) (Hours) (cfs) (Hours) (cfs) (Hours) (cfs) (Hours) (cfs) (Hours) (cfs) (Hours) 1 404 117 10.83 156 10.83 195 10.83 233 10.83 241 10.83 271 10.83 2 190 63 10.67 82 10.67 102 10.67 121 10.67 125 10.67 140 10.67 3 58 19 10.00 26 10.00 34 10.00 42 10.00 44 10.00 50 10.00 4 38 17 10.00 22 10.00 27 10.00 32 10.00 33 ' 10.00 37 10.00 5 58 25 10.33 31 10.33 38 10.33 44 10.33 46 10.33 51 10.33 1-5 754 192 11 . 17 280 10.83 335 10.83 392 10.83 404 10.67 442 10.67 - &AN _ Al! jj go co 1 War wrl -30 o- ' [ .fir , � / �'. • • •— �•`.r.•-�� _..... Q �,�c N • TA i-n 00 • � o 'X .. / III 11 •- ' ••••• •.... .il .. • Zso Ol x so t • • •• _ cl: 1-� _ w w LA • •• ..•� I N[. 0 so- �\ - • Yam,\ / 4a�'•a �� ,�•:�.1 �I -. .� -•I •(�•• - �• •• \ '' ' •�_ ,�. . _ . .tom l #� •� i Appendix B - Inflow Hydrographs The hypothetical intensity of a 100-year storm is shown on page B-2, to- gether with the measured intensities of the storm of October 5-6, 1981 . As would be expected, this,,storm or any other storm will not match the hy- pothetical storm. The rwjnoff factors that also affect the downstream flow are not precise, so it is expected that a hydrograph of a basin - that is, the plot of time from beginning of a storm vs. the discharge from the drainage basin - will not exactly match any actual storm. In order to make risk analysis, it is conventional to consider how frequently storms of various intensities can be expected. Return cycles of storms, or simply stated, the span of years in which a storm of that intensity can be expected to occur, are generally -called 100, 50, 25, 10, 5 and 2 year storms. The ratios of precipitation (but not rate of discharge) used for various storms are: 100 year 1.00 50 year 0.90 25 year 0.88 10 year 0.75 5 year 0.63 2 year 0.50 A plot of the Inflow Hydrograph of each basin and the combined five basins is shown on page B-3. The HEC-1 computer runs produced the data included in this appendix. Each includes the input data, a tabluation of time vs. discharge, and a computer graph of the tabluation. The location of each run is as follows: Basin 1 B-4 to B-6 Basin 2 B-7 to B-10 Basin 3 B-11 to B-14 Basin 4 B-15 to B-18 Basin 5 B-19 to B-22 Basins 1-5 B-23 .I � I i i ' B1 j/yPa7"�GT7CW .S"lcm-1 p i 12 , o • � oL � HypOTHET/COAL 3TD�'I�I W m a m N, W L. ` q .6 1 •�� :ttv 1 ��,.3+;ii'•y:r' Ep{i:rtii;t:`+g;yi?�:.:o-r'•:o:: i ti ........... • %•8 ::':: V� •i:3:•yY•y:•rr: �:rii p 4..:....:.. ...� .:•.:.................:::....{.,y.;{.::.::::.;:•iiir.::i:i•::.itir':: .::;4YJ'3rrr,:3yr 'i••.3: ::.........::.-... y`.�•r'�vG'•':<i?:!:o:.i:;•:>i`:::;:::`:::`.:t;:::?::t:{:•>::::':t{;•r:3;:•............ ii i>i:•i:3:•;: 3 4 3 6 7 B 9 m // /2 /3 /Q 6 /6 /7 /9 20 2/22 23 ¢ OCT. ✓�" -� OCl. 6 U 2 �N Yh ��I-00 77 Ye •�� sr oaf o •� �� • -• .. =: . • ,r: jig . • OIM MO.- CFO 1 • ! 1 i - - t : i 1 l ! i i Bxst�s ■O.-t ( 13 CFS i • ' � t t ; i t s � • i � •l I �, I 0 ( CFS) CFS � • BASIN NO .1-. 3 �• 1� \ sJ I _-- - - .... 20 .-.nfn*�mrr.m*T •- .. . 0 �- O o O n � � to � of � 9- O O N f TES) TIME (I�It1U _ # ttx tt# ##: ix# #xx t#x xtt x## ##x t#t ttt xxx xxx xxx xxx ttt txt ttt x#t xxx xtt ttt #tt tt# xxx ttt ttt ttt ttt ttt ttt ttt t#ttttttxxttxt 13 KK # BASINI t # t tttttttttttttt BASIN #1 INFLOW HYDROGRAPH SUBBASIN RUNOFF DATA 15 BA SUBBASIN CHARACTERISTICS TAREA .64 SUBBASIN AREA PRECIPITATION DATA 16 PR RECORDING STATIONS GAGE 17 PW WEIGHTS 1.00 18 LS SCS LOSS RATE STRTL .11 INITIAL ABSTRACTION CRVNBR 95.00 CURVE NUMBER RTIMP 0.00 PERCENT IMPERVIOUS AREA 19 UD SCS DIMENSIONLESS UNITGRAPH TLAG 1.12 LAG ttt PRECIPITATION STATION DATA STATION TOTAL AVG. ANNUAL UEIGHT GAGE 4,00 0.00 1.00 TEMPORAL DISTRIBUTIONS STATION GAGE: VEIGHT = 1.00 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .02 .02 .02 .09 .09 .09 .04 .04 .04 .02 .02 .02 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .O1 UNIT HYDROGRAPH 19 END-OF-PERIOD ORDINATES 37, 121. 218. 240. 208. 148. 92. 11. 40. 26. 17, 11. 7. 5, 3. 2. 1. 1. 0. '#!ttttttttt#t#t##�###xt##tttt#ttztt##tt##tt#t#tt##tttttt###t##ttt###ttt#tx##tttt#tt�#t##ttttttttt##t#tttt�'ttttt:ttttttt##t##tttt## HYDROGRAPH AT STATION BASINI ttr *t tt ttt#ttttttttt tut tottttttatt#tttttttttttttttttttttttttttttttttttttttttttttttt tat tat tttt:. **Txxtltkttttttttttttttt . t GA MON HRMN ORD RAIN LOSS EXCESS COMP 0 # DA NON HRMN ORD RAIN LOSS EXCESS COMP 0 # ' 13 AUG 0000 1 0.00 0.00 0.00 0. # 13 AUG 1220 38 106 .00 .06 152. 13 AUG 0020 2 ,02 .02 0.00 0. i 13 AUG 1240 39 .06 .00 .06 130, 13 AUG 0040 3 .02 .02 0,00 0. i 13 AUG 1300 40 .06 .00 .06 113, 13 AUG 0100 4 .02 .02 0.00 0. i 13 AUG 1324 41 ,OS .04 .OS 100. 13 AUG 0120 5 .02 .02 0.00 0. # 13 AUG 1340 42 .05 .00 .05 90. 13 AUG 0140 6 .02 .02 .00 0. # 13 AUG 1400 43 ,05 .00 .03 82, 13 AUG 0200 7 .02 .02 .00 0, # 13 AUG 1420 44 .04 .00 .04 76, r13 AUG 0220 8 .03 .02 .00 0. # 13 AUG 1440 45 .04 .00 ,04 71. 13 AUG 0240 9 .03 .02 .01 1. # 13 AUG 1500 46 .04 .00 .04 66. 13 AUG 0300 10 .03 .02 .01 3. i 13 AUG 1520 47 ,04 .00 ,04 61, 13 AUG 0320 11 .03 .02 .01 4. # 13 AUG 1540 48 .04 .00 ,04 57, 13 AUG 0340 12 .03 .02 .01 6. # 13 AUG 1600 49 .04 .00 .04 55. 13 AUG 0400 13 .03 .01 .01 8. # 13 AUG 1620 50 .03 ,00 .03 53, 13 AUG 0420 14 .03 .02 ,02 10, i 13 AUG 1640 51 .03 ,00 .03 51. 13 AUG 0440 15 .03 .02 .02 12. # 13 AUG,1700 52 .03 .00 .03 48. 13 AUG 0500 16 .03 .01 .02 14. i 13 AUG 1720 53 .03 .00 .03 464 13 AUG 0520 17 003 .01 102 17, # 13 AUG 1740 54 .03 .00 .03 43, 13 AUG 0540 18 .03 .01 .02 19, i 13 AUG 1800 55 .03 .00 .03 42. 13 AUG 0600 19 .03 .01 .02 21. # 13 AUG 1820 56 .03 ,00 .03 41. 13 AUG 0620 20 .04 .01 .03 234 i 13 AUG 1840 57 .03 .00 .03 40, 13 AUG 0640 21 .04 .01 .03 25. # 13 AUG 1900 58 .03 .00 .03 40. 13 AUG 0700 22 .04 .01 .03 28. # 13 AUG 1920 59 .03 .00 .03 39. 13 AUG 0720 23 .05 .01 .04 31. # 13 AUG 1940 60 .03 .00 .03 39, 13 AUG 0740 24 ,05 .01 .04 34. # 13 AUG 2000 61 .03 .00 .03 39. 13 AUG 0800 25 .05 .01 .04 38. # 13 AUG 2020 62 .02 .00 .02 39. 0U2 1 2 # 13 AUG 2040 63 .02 .00 ,02 3B, O 1J AUG 0 �6 .03 .01 ,Ob 4�, 13 AUG 0840 27 .08 ,01 .07 48. # 13 AUG 2100 64 .02 .00 .02 36, 13 AUG 0900 18 .08 .01 .07 55. # 13 AUG 2120 65 .02 .00 .02 35, 13 AUG 0920 29 .35 .04 .31 72. # 13 AUG 2140 66 .02 .00 .02 33. 13 AUG 0940 30 .35 .03 .32 109. # 13 AUG 2200 67 .02 .00 .02 32, 13 AUG 1000 31 .35 .02 .33 168, # 13 AUG 2220 68 .02 .00 .02 31. 13 AUG 1020 32 .15 .01 ,14 226, # 13 AUG 2240 69 .02 .00 .02 31. 260�27I # 13 AUG 2300 70 ,02 .00 .02 31. 13 AUG 1040 33 .15 .01 .14 NAO 13 AUG 1100 34 .15 .00 .14 260, # 13 AUG 2324 71 .C2 ,00 .02 34, 13 AUG 1120 35 .08 .00 .07 239. # 13 AUG 2340 72 .02 .00 .02 30. 13 AUG 1140 36 ,03 ,00 .08 209, # 14 AUG 0000 73 ,02 ,00 .01 30. 13 AUG 1200 37 .08 .00 .03 178. i # SUM 4.00 .57 3,43 - - TOTAL RAINFALL = 4.00, TOTAL LOSS JJ - .57! TOTAL EXCESS 3.43 - KEA!' FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 24.00-HR 1- (CFS). (HP) (CFS) 260. 11.00 144. 57, 57, 57, (INCHES) 2.094 3.322 3,322 (AC-FT) 71. 113. 113. 1136 CUMULATIVE AREA = .64 SO MI STATION FASINI I (0) OUTFLOW 0. 40. 10. 120. 1b0. 200, 240. 260. 0. 0. 0. 0. 0. (L) F'RECIf'► (X) EXCESS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .4 .3 .2 .1 0.0 ------._---___,--------,---_----,--- 0020 20 • LL. 0100 40 ^120 50 LL, 140 60 LL. 130200 70 LLL 0220 80 MY 0240 90 0 LUX 130300 10.0 f120 11,0. . . . . . . . . . .LLXX LUX 340 12, 0 130400 13, 0 ' • � LXX. 0420 14. 0 LXX, 0440 15. 0 , LXX 0500 16. 0 6 LXX. 0520 17. 0 ' • LXX. 0540 18. 0 LXX. • ' 0600 19. 0 LXXX, 130620 20. 0 . LXXXo ' 0640 21. . . 0 . . . , ; . , , . : . LXXX. 0700 22. 0 , • LXXXX, 130720 23. 0 LXXXX. 0744 24. 0 LXXY,X, 0800 25• 0• LLXXXXXX. 0820 26. 0 0S40 27. 0 LXXXXXXX, LXXXXXXX. 0900 28. t70920 29. 0 LLLLXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX. 110940 30, 0 LLLXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX. 000 31. 0 • ' ' ' •LLXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX. LXXXXXXXXXXXXXX, CON 32. D LXXXXXXXXXXXXXX, 131040 33, LXXXXXXXXXXXXXX. 1100 34, p �•.' LXXXXXXX, 1120 35, LXXXXXXX. 131140 36. 0 LXXXXXXX. 0 �1r • LXXXXX, , .._r 38. p LXXXXX. 1240 39. p • � , 131300 40, 0 LXY.XY,X.LXXXX ' ' 1320 41, . . .0, . . . . . . . . . . .LXXY,X. 11340 42. p p LXXXX. 131400 43. ' LXXX. 1420 4 . 0. , •i�4 45 LXXX- If . p • LXXX. 131500 46. 0 3152 LY.XX. 0 47. 0t►� LXXX. 3154G 43, 0 LXXX, 0101600 49. 0 • V LXX.3:62v, 50. 0 LXX. 31700 52• 0 • 13172'.�� 53- 10 LXX.LXX. 31740 54. .0 IIFA:G 55. 0 1 LXX. ` LXX. p yam. Jyl , LXX. sIa4C 57, 0 LXX. 1:lis 59. 0 LXX. '3i9tiG E�'• 0 - STRTL .VC 19111ML MDQinnL,.aun CRVNBR 96.00 CURVE NUMBER �! . RTIMP 0.00 PERCENT IMPERVIOUS AREA i 16 UD - - SCS DIMENSIONLESS UNITGRAPH TLAG .94 LAG PRECIPITATION STATION DATA STATION TOTAL AVG. ANNUAL WEIGHT GAGE 4.00 0.00 1.00 TEMPORAL DISTRIBUTIONS STATION GAGE, WEIGHT : 1-00 •pp .00 .00 .00 .00 .00 .0o .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .40 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 .01 .Q1 .01 .01 .01 . . .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .04 .04 .04 .04 .04 .04 .02 .02 .02 .02 .02 .o2 .01 .01 .41 .41 I .01 .01 .01 .01 .01 .01 .01 .41 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .41 .01 .01 .40 .00 too .04 i .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .pp .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 UNIT HYDROGRAPH 34 ENI'-OF-PFRIOD ORDINATES 10. 31. 63. 104. 132. 140. 135. 120. 100. 74. .,6. 12. 33. 26. 19. 1.0 11. 9. 7. �• G. 0. 4. 3. ##1#X##�KX####X#iXiiX#ti2iXX#iXXtkX+iYti�kZ2i#i#iiX3#XXiii3##i##XZ#XI#2X##X##3#i#�3#i#X:�.#42i+XX##iX####:i##.��i'iX�:XTi:X#�:######iiiXX## HYDROGRAPH AT STATION FASIN "'#::`+XXtiYYYXiiii83YXi#i#*i####�CXXiXiXXZlxxt323i+72#�XXYX3#+2cX#2##X#*IiiiiXYf##i=#+Xis:#':+�#Xi:si#Xii#:i#:X# ##i2:##1:zXtii+#iti###i2#XitXi+ i UA.MON HRMN ORD RAIN LASS EXCESS COMP 0 # DA MON HR'N 0RI• RAIN LOSS EXCESS COMP 8 # 13 AUG 0000 . 1 0.00 0.00 0.00 0. # 13 AUG 1210 74 .03 .00 .G: 69. 13 AUG 0414 2 .01 .01 0.00 4• # 13 AUG 1220 75 .03 .00 .03 63. 13 AUG 0020 3 .01 .01 0.00 0. # 13 AUG 1234 76 .03 .00 03 57. i 13 AUG 1240 77 .03 .GO .03 53. 13 AUG 4030 4 .O1 .O1 4.40 0. 13 AUG 1250 7E .43 .00 .032 19. 13 AUG 0046 5 .01 .01 0.00 0. 0. # 13 AUG 1300 79 .03 .00 .03 46. 13 AUG 4050 6 .01 .01 0.00 13 AUG 0100 7 .01 .01 0.00 0. # 13 AUG 1314 90 .03 .00 IC-2 44. 13 AUG 0110 E .01 .01 0.00 4. i 13 AUG 1320 °1 .03 .40 .03 4l. i 13 AUG 1:00 S .00 '°• 13 AUG 0120 9 .01 .01 .00 0' 13 AUG 1344 °3 .43 .00 .03 3S• 13 AUG 4130 10 .01 .01 .00 0' y 13 AUG 13`,0 34 .0? .44 c. 3.. 13 AUG 0140 11 .01 .01 .00 0• 13 AL'G 0150 12 .01 .01 .00 0. # 13 AUG1�G0 °5 .03 35. .04 C?. X 13 AUc 1 S 1:! ;36 .42 .04 .C'� 34. 13 AUG 0204 13 .41 .O1 .04 0• T , ,, .00 17 AUG 0210 14 .01 .01 .00 1. X 11 A„C tiro r B-/ .Ol .00 1. is nuu ifiv wo .,,� 31, 89 02 too 02 13 AUG 0230 16 .01 .01 too 16 # 13 AU40 90 .02 .00 .02 19. 13 AUG 0240 17 .01 .O1 .00 2. # 13 AUG14 13 AUG 0250 18 ,O1 .01 .O1 2, # 13 AUG 1504 91 .02 .00 ,42 26. i 3. # 13 AUG 1510 92 .02 .00 .42 27, 13 AUG 0300 19 .01 .01 .01 13 AUG 1520 93 .02 .00 .02 27. 13 AUG 0310 20 101 ' .01 .01 3• # 13 AUG ONO 21 .01 .01 .01 4. # 13 AUG 1530 94 .02 .00 .02 26. 13 AUG Q330 '2 .O1 .O1 .01 4, # 13 AUG 1540 95 .02 .00 .02 25. # 13 AUG 1550 96 .02 .00 .02 25, 13 AUG 0340 23 .01 601 •01 5' j 13 AUG 0350 24 .01 001 .O1 5. # 13 AUG 1600 97 .42 .00 ,02 25. 1 .01 6. # 13 AU6 1614 13 AUG 0400 25 .O ,O1 02 24. 98 .02 .00 .02 24. 13 AUG 0410 26 .01 .01 .01 6. # 13 AUG 1620 99 .02 .00 . 13 AUG 0420 27 .02 .01 .O1 7. # 13 AUG 1630 100 .02 .00 .02 24. ,O1 7. # 13 AUG 1640 101 .02 .00 .02 23, 13 AUG 0430 28 .02 .01 13 AUG 0440 29 .02 .01 401 B. # 13 AUG 1650 102 .02 .00 .02 .)2, 13 AUG 0450 34 .02 .O1 .O1 9, # 13 AUG 1700 103 .02 ,00 ,02 22. 13 AUG 0500 31 .02 .01 .01 9. # 13 AUG 1710 104 .02 too .02 21. 13 AUG 0510 32 ,02 101 .01 10. # 13 AUG'1720 105 ,o2 .04 .02 20. 13 AUG 0520 33 .02 .00 .O1 10. # 13 AUG 1730 106 .02 too .02 20, 13 AUG 0530 34 .02 .00 .01 11. # 13 AUG 1740 107 .02 too .02 19, 13 AUG 0540 35 .02 .00 .01 11. # 13 AUG 1750 108 .02 .00 .02 19. 13 AUG 0554 36 ,02 .40 .01 12. # 13 AUG 1800 109 .02 .00 .02 19, 13 AUG 0600 37 ,02 .00 .01 12. # 13 AN1810 130 ,02 .00 .02 l9. 13 AUG 0610 38 .02 .O1 .02 124 # 13 AUG 1820 111 .02 too .02 19, 13 AUG 0620 39 .02 .00 .02 13. # 13 AUG 1830 112 .02 .00 .02 l8. 13 AUG 0630 40 ,02 .04 .02 13. # 13 AUG 1840 113 .02 .00 .02 18. 13 AUG 060 41 .02 .00 .02 14. # 13 AUG 1850 114 .02 .00 .0218. 4 13 AUG 060 42 .02 .00 .02 15. # 13 AUG 1900 115 .02 .00 .02 18. j 13 AUG 1910 116 ,0� .00 .42 18. i 13 AUG 0700 43 .02 .00 .02 15. # >r 13 AUG 1920 117 .02 .00 .02 18, 13 AUG 0110 44 .43 .04 .02 16. 13 AUG 0720 45 .03 too •02 17, # 13 AUG 1930 119 .02 ,00 .02 is. _ 18, # 13 AUG 1940 119 .02 .00 .02 18. 13 AUG 0730 46 .03 ,00 .02 is, 13 AUG 0740 47 ,03 .00 .02 18. # 13 AUG 1950 120 .02 .00 ,02 13 AUG 0750 48 .03 .00 .02 19. # 13 AUG 2000 121 .02 .00 .02 18, 13 AUG 0800 49 .03 .00 .02 20, # 13 AUG 2010 122 .O1 .00 .01 18. 13 AUG 0810 50 .04 .01 .03 21. # 13 AUG 2020 123 .01 .00 .01 is. I , 2•+ >r 13 AUG 2030 124 .01 .00 ,01 1st 13 AUG o820 51 .04 .01 .0., I 13 AUG 0830 52 .04 .00 .03 24. # 13 AUG 2444 125 .01 .00 .01 17. 13 AUG 0940 53 .04 .00 .04 26. # 13 AUG 2050 126 .O1 .0G ,O1 17. I I 13 AUG 0850 54 .04 .00 .04 28. 1 13 AUG 2100 127 .01 .00 .01 16. 13 AUG 0900 55 .04 .00 .04 30. # 13 AUG 2110 128 .01 too .01 16. 13 AUG 0110 56 .17 .01 .ib 33. $ 13 AUG 2130 130 ,O1 .00 .O1 15. 13 AUG OS20 57 .17 .01 .16 39• 13 AUG 0930 58 .17 .01 .16 49. # 13 AUG 2140 131 .01 .00 .01 15. 13 AUG 0940 59 .17 .01 .17 63. t 13 !AUG 2150 iS2 .01 .00 .01 15. 13 AUG 0950 60 .17 .01 .17 81. lr 13 AUG 2200 133 .01 .00 ,01 15. ' 13 AUG 1000 61 .17 .01 .17 100. x 13 AUG 2210 134 .01 .00 .01 14. i 13 AUG 1010 62 .07 ,00 .07 117. # 13 AUG 2220 135 .01 .00 .01 14. 13 AUG i020 63 .07 .00 .07 150. 7 13 AUG 2230 1:56 .Q1 .00 .01, 14. ' ' 13 AUG 1034 64 .07 ,04 .47 138:/,� # 13 AUG 2240 137 t01 .00 .O1 14. 13 AUG 1040 65 .07 .00 .07 138. # 13 AN 225U 138 .Ol .00 .O1 14, 13 AUG 1050 66 .07 .00 .07 134. y 13 AUG 2300 139 .01 .00 .01 14, 1 13 AUG 1100 67 .07 .00 .07 126. 13 AUG 2510 140 .01 .00 .01 14. 13 AUG 1110 68 .04 .00 .04 117. x 13 AUG 2320 141 .01 .00 .01 14. 13 AUG 1120 69 .04 .00 .04 lost 1: Is AUG 2S30 142 .01 .00 .01 14. 13 AU2 1130 70 .04 .00 .04 99. # 13 AUG 2340 143 .01 .00 .01 14. 13 AUG i14U 71 .04 .00 .04 91. # 13 AUG 2350 144 .O1 .00 .O1 14. 13 AUG 1150 71 .04 .00 .04 83, x 14 AUG 0000 145 .01 .00 .01 14. 13 AUG 1200 73 .04 .00 .04 75. x SUM 4.00 .46 3.54 x 7`.X�#?kk�tX�SitXXXXjXXXXXXXX�Xi4�Y«4iiiFiiiiii4i♦iiwrrwrw+rr*rrrrrrrrr -r.-.�---------Tr- TOTAL RAINFALL = 4.00r TOTAL LOSS = .46, TOTAL EXCESS = 3.54 PEAK FLOW" TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 24.00-HR 'CFS) (HR) (CFS) 138. 10,67 69. 2B. 28. 28• (INCHES) 2.158 3,448 3,448 3.448 (AC-FT) 34, 55. 55. 55, CUMULATIVE AREA = .30 SO MI � STATION BASIN (0) OUTFLOW 0. 20. 40. 60. 80. 100. 120. 140. 0. 0. 0. 0. 0. (X) EXCESS 0.00 0.00 0.00 0.00 oloo 0.00 0.00 0.00 .24 .15 .10 .05 0.00 HRMN PER 0000 10 --------- ---------.---------.---------.---------.-------�•��--. r 0010 20 6 # 6 6 LL, 0020 30 f 6 6 LL. 130030 40 # 6 f LL, 00040 50 0 6 0 6 6 LL. j 0O50 60 4 # f LL. 130100 10 LL. C11O 80 LL. 4124 90 LL, 130130 100 LL, 0140110 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LL, 4150 120 LL. 0200 130 LL, 0210 140 LLXX 0220 150 LL C23O 16.0 LLXXXX LLXX; 130240 17.0 LLXX 0250 12.C LLXX 0300 19.0 0130310 20. 0 LLXX 0032^ 21. 0 . . . . . . . . . . . . . . . . . . . . . . . . • . , . . . .LLXX 0330 22. 0 LLXX, 0340 23. 0 LLXX 0350 24. 0 • LLXX 0400 ?5, C ' LXX. 0410 26• 0 LXX. 130420 27. 0 LXX, 190430 28. C • LY.X. 0440 29. 0 LXX. 130450 30. 0 LYX. -0500 31. .0. . . . . . . . . .LXX. C51O 32. 0 LXX 130520 33. 0 6 6LXA* 0530 34. C LXY. O540 35. 0 LXX. L C Y.XX,. LX"" :520 39. C • . +�nnr �i LXXX. 40 4G, Al, 101�. . , , , , , , , , , , , , , , ; , , LXXX. , 150 42. 0 LXXX. 100 .43, 0 • LXXXX. ►10 44, 0 • LYXXY. • LXXXX, 730 46. 0• LXXXX. • , 140 47, 0• 6 LXXXX, 750 48, 0 6 1 6 I.XXXX, 800 49. 0 LXXXXXXX- 1810 50, .0 I LYXXXXXX )820 51. . . . . .0, . . . . . . . . . . . . . . . . . . . .f 4 . . . . . . . . . . . . ; . . . . . . LXXXXXXX, i )830 52. • 0 f LYYXXXXX. )B40 53, p . LXXXXXXX. D850 54. 0 0 LXXYXXXX. 0900 551. 4 6 LLI.XXiXXXXXXXXXXXXXXXXXXXXXXXXXXXXX. 0910 56. f 0 • 0 6 LLLXXXXXXXXXXXXXXXYXXXXXXXXXXXXXXXX. 0920 57. # 0 LI XXXXXXXXXXXXXXXXXX'{XXXY.XXXXXXXXY.X, 0930 58, 0 LLXXXXXXXXXXXXXXXXXXXXXXXXXXXXYXXXX, 10940 59. ' 0 i0950 60. ' 0 U.XXXXY,XXXXXX''/.;tXY.XXXXXXXY.XXXXXXXXXX, I i1000 bl, 0 U � ,LXXXXXXXXXXXXXXXXYXXXXXXXXXXXXXXXXX- Y.XXXXXXXY,Y,XXX. 41010 62, 0 LXXXXXXXXYXXXXX, 51020 63, 0, LXY.XY.XXXXXXXXXX. 31030 64. f0! LXX):XXXXXXXXXXX. 31050 60 66, 0 , LXXXXXXXXXXY.XXX, 31140 67, 3110 , 0 LXXXXXXXXXXXXXX, LXXX:(Y•XX. • 0. 31110 68, 0 # LXY.);XXXX. 31120 69. , LXY.XXXY.X, 31130 70. ,0,' 31140. 71. . . . . . . . . . . . � . . . LXXXXXXX, 154 12. • •0 . LXXXXXXX, .200 73. 0 . LXXY.XX, 1210 74. # f0 LXXXXX. LY,XY.Xx, 131220 75. 0 • 1230 76. 0. L•'XXXX, .,1240 17, 6 # 0 , LY.XXXX. 13125G 72. 0 LXXXXX. 1300 79. • 0 ' 0 F210 80. • LXXXX. 131320 81,8� . . . ,0. , . . . .LXXXX, 31330 0 • • ' ' LXXXX, . ' '31340 83. 0, 6 LXXXX, 131350 84. 0 • f LXXXX. 31400 85. 0 • . 31410 86, 0 • oLXXX, a1420 87. 0 LXXX. 131430 88. LXXX. i 31440 89, 0 LXXX. 31450 90, 0 LXXX � 131500 91. . . . . . . 0 , , , , , , , , , , , , ; • . , . ; . . , , ; , , , , ; . , . , : , , . . : ; . , , . ; , ' LXXX, 17W1520 31510 92, • 0 LXXX, 93, 0 LXXX. 131530 94. 0 LXXX, '31540 95. 0 C LXY.X, 3 155E 96,fLXXX. AGO 97. 0 I XX. C LXX. O'Wli62A. a1G 98. -j" 99. C LXX. C z,: 'G:r ,B -/D 66 Y,0 OUTPUT CONTROL VARIABLES IRINT 5 PRINT CONTROL IPLOT 1 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE x##X##xxx####x x x 74 KK x BASIN3 x # x BASIN #3 INFLON HYDROGRAPH SUBBASIN RUNOFF DATA 76 BA SUBBASIN CHARACTERISTICS TAREA .09 SUBBASIK AREA PRECIPITATION DATA 77 PR RECORDING STATIONS GAGE 7„ PU WEIGHTS 1.00 79 LE SCS LOSS RATE STRTL .20 INITIAL ABSTRACTION CRVNBR 71.00 CURVE NUMBER RTIMP 0.00 PERCENT IMPERVIOUS AREA 80 UD SC'S. DIMENSIONLESS UNITGRAPH TLAG .26 LAG xxx PRECIPITATION STATION DATA STATION TOTAL AVG. ANNUAL WEIGHT GAGE 4.00 0.00 1.00. TEMPORAL DISTRIBUTIONS STATION GAGEY WEIGHT = 1.00 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 ,O1 .01 .01 .01 .01 .01 .01 .01 .02 .02 .02 .09 .09 .09 .04 .04 .04 .02 .02 .02 .02 .02 .02 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .O1 .01 .01 .01 .01 .01 .01 ttt TIME INTERVAL 1S GREATER THAN LAG/2 UNIT HYDROGRAPH 6 END-OF-PER10Ii ORDINATES ='1. 61, 0. H1'DROGRAPH AT STATION AASIN3 r xx###xx#x##x#xx#x##xxx#xxxxxxxxx#xxx#x#xt####x#xxxx##xx#x#xx##xxx##xx#x�xx#xx#x##xxx#xx LOSS EXCESS COMP 0 UA MON HRMN ORD RAIN LOSS EXCESS COMP 0 # DA MON HRMN ORD RAIN ` - # 74 0.00 0 i 13 AUG 0000 1 0.00 0.00 0.00 0. # 14 AUG 002O .00 0.00 2• •02 .p' 0.00 0. x 14 AUG 0040 75 0.00 0.00 0.00 1. 13 AUG 0020 2 ^ 0. # 14 AUG 0100 76 0.00 0.00 0.00 0• if 13 AUG 0040 3 .02 .0� 0.00 13 AUG 0100 4 .02 .02 0.04 0• # 14 AUG 0124 77 0.00 0.00 0.00 �p'� .p�` 0 40 0. # 14 AUG 0140 78 0.00 0.00 0.00 0• 13 AUG 0120 5 p x. 14 AUG 4200 74 0.00 0.04 0.00 , 13 AUG 0140 6 .02 .02 0.00 0� x 14 AUG 0220 80 0.00 0.00 0.00 0• 13 AUG 0200 7 .42 .02 0.00 14 AUG 0240 81 0.00 0.00 0.00 0• 13 AUG 0220 8 .03 .03 0.00 0• # 13 AUG 0240 9 .03 .03 0.00 0. # 14 AUG 0300 82 0.00 0.00 0.00 0. .03 .40 0. # 14 AUG 0320 83 0.00 0.04 0.40 0• 13 A'UG 0300 10 •03 p6 # 14 AUG 0340 84 0.00 0.00 0.40 Q• 13 AUG 0320 11 •03 •03 '00 0 # 14 AUG 0400 85 0.00 0.00 0.00 0• 13 AUG 0340 12 .03 .02 .00 1� # 14 AUG 0420 86 0.00 0.00 0.00 Q• 13 AUG 0400 13 .03 .0. .00 x 14 AUG 0440 87 0.00 0.00 0•G0 Q• i 13 AUG 0420 14 •03 •03 .01 1' 2 •O1 1. # 14 AUG 0500 88 0.00 0.00 0.40 0• 13 AUG 0444 15 •03 .0 O1 '' # 14 AUG 0520 89 0.00 Q.40 4.04 0. 13 AUG 0500 16 •03 •42 `� #. 14 AUG 0540 90 0.00 0.00 4.00 4• 13 AUG 0520 17 .03 •0L -01 " 1q AUG Ob00 91 0.00 0.00 0.00 0. 13 AUG 4540 18 •03 •42 .01 `• AUGc q .03 .02 .01 2, # 14 AUG 0620 S2 0.00 0.00 0.00 0' .3 J 0„00 1 ,, # 14 AUG 0640 93 0.00 0.00 4.04 0. �I 13 AUG 0620 20 .04 .0` 'Q` 3 # 14 AUG 0700 94 0.00 0.00 0.00 0• 02 3. 13 AUG 0640 2] •04 .02 1 3. # 14 AUG 0720 95 0.00 4.04 4.00 Q• ?2 04 .4� .0� G• 13 AUG 0700 # 14 AUG 0740 96 0.00 0.00 0.00 13 AUG G720 23 .05 .02 .03 4' 14 AUG 0800 97 0.00 0.00 0.00 0• x 13 AUG 0740 24 •05 •0L .07 5� # 14 AUG 0820 99 0.00 0.00 O.QO Q• 25 •05 •02 •03 5' x 14 AUG 0840 99 0.00 0.00 0.00 0. 13 AUG 0900 7 7. 13 AUG 0920 26 •0B 'O� .05 # 14 AUG 0900 100 0.00 0.00 0.00 0• 13 AUG OS40 27 .Q° •03 '0' 8. ,, � q• x 14 AUG 0920 101 0.00 4.00 0.00 Q• 13 AUG 0900 2V •OE .0` �� .,8 14 AUG C940 102 0.00 0.00 0•Q.0 0• 13 AUG 0920 29 .35 •09 ` ' j r 1?. AUS 0940 30 .35 •Q6 •-9 43. # 14 AUG 1000 103 0.40 0.00 •v; p �� p .34 49. x 14 AUG 1020 104 0.00 0.00 O.CO ' 1J AUG 1000 31 � 5 3b. # 14 AUG 1040 105 0.00 0.00 G.QQ 0• n 6 1(2Q 32 .1., .0_ •13 06 14 AUG 1100 106 0.00 0.00 0.00 4• 13 AUG 1040 33 .15 •G2 .13 '4� * 14 AUG 1124 107 0.00 0.00 0.00 Q• ' .3 AUG 1100 34 .15 .01 •13 1 14 AUG 1140 102 0.00 0.00 0.00 0• .01 .07 18, l' 13 AUG 1120 35 .09 x 14 AUG 1200 109 0,00 0.00 0.00 0 13 AUG 1140 36 .08 .01 .07 14. 1?. AUG 12 3 .G7 13. 1. 14 AUG 1220 110 C.00 0.00 0.00 0• III G0 �7 '0g .G0 11, x 14 AUG 1240 111' 0.G0 0.04 G.00 4. AUG .120 39 .06 .0� .0V p� GC 06 10. # 14 AUG 1300 112 0.40 C.GO 0.0C 13 AUG 1240 39 •06 .r .Ob 10. x 14 AUG 1320 113 0.00 0.00 0.00 0. 13 AUG 1300 40 .06 •00 9. 14 AUG 1340 114 0.00 0.00 0.00 0. i3 AUG 1320 41 •05 .40 .05 9. # 14 AUG 1400 115 0.00 0.00 0.00 0, 13 AU6 1340 42 .05 .00 •0� �� # 14 AUG 1420 116 0.00 0.00 0.0 0' 13 AUE 1400 43 �Q` '00 '0� o # 14 AUG 1r40 117 0.00 0.00 0.0Q Q� 13 A'J3 1420 44 .04 .00 .04 ?• x 14 AUG ]504 113 G.00 0.00 0.00 4• :3 AUG 1440 45 .04 •00 .04 7. x 14 AUG 151_0 119 4.00 0.00 0,00 � i 13 AUG 15G0 46 .04 .40 •Q4 AUG 15'_0 4? .04 .00 .04 7. # 14 AUG 1540 120 0.00 0.00 0.00 p• . .r C0 04 7. 14 AUG 1600 121 0.00 0 �4 0 0 13 AUG 1540 49 .04 # 1q AUG ]620 1- 0.00 0.00 0.00 0• 17 AUG 16C'0 49 .04 .00 .04 7• 0. c x 14 AUG 1640 123 0.00 0.00 O.CQ 13 AUG 1620 50 •03 .00 .03 w' 14 AUG 1700 124 0.00 0.00 n,f,C• 0. ' 1a AU'n 1540 51 .03 .00 .03 �♦ # , ,� 0•Cn GI C. 5, 14 AUG 17_0 1_5 0.00 0.00 nr. 0. AU:. 17'0G 52 •C3 'C'0 „7 5. 1. 14 AUG 174G 126 4.00 0.0G 1?, AUG 1720 " .0' , /3 43 AUG 1740 54 .03 .00 .03 5. # 14 AUU 160V Ul v.vv v.vv v.vv V. 13 AUG 1800 55 .03 .00 .03 5. # 14 AUG 1820 128 0.00 0.00 0.00 0. -13 AUG 1820 56 .03 .00 .03 5. # 14 AUG 1840 129 0.00 0/00 0.00 0, 13 AUG 1840 57 .03 .00 .03 5. # 14 AUG 1900 130 0.00 0.00 0.00 0. 13 AUG 1900 58 .03 .00 .03 5. # 14 AUG 1920 131 0.00 0.00 0.00 0. 13 AUG 1920 59 -.03 .00 .03 5. # 14 AUG 1940 132 0.00 0.00 0.00 0. 13 AUG 1940 60 .03 .00 .03 5. # 14 AUG 2000 133 0.00 0.00 0.00 0. 13 AUG 2000 61 .03 .00 .03 5. # 14 AUG 2020 134 0.00 0.00 0.00 0. 13 AUG 2020 62 .02 .00 .02 ' 5. # 14 AUG 2040 135 0.00 0.00 0.00 0. 13 AUG 2040 63 .01, .00 .02 4. # 14 AUG 2100 136 0.00 0,00 0.00 0. 0. 13 AUG 2100 64 .02 .00 102 4. # 14 AUG 2120 137 0.00 0.04 4.00 AUG2140 138 0.00 0.00 0.00 0. 13 AUG 2120 65 .02 .00 .02 4. # 14 13 AUG 2140 66 .02 .00 .02 4. # 14 AUG 2200 139 0.04 0.00 0.00 0. 13 AUG 2200 67 .02 .00 .02 4. # 14 AUG 2220 140 0.00 0.00 0.00 0. 13 AUG 2220 68 .02 .00 .02 4. # 14 AUG 2240 141 0.00 0.00 0.00 0, I 13 AUG 2240 69 .02 .00 .02 4. # 14 AUG 2300 142 0.00 0.00 0.00 0. I 13 AUG 2300 70 .02 •00 .02 4. # 14 AUG 2320 143 0.00 0.00 0.00 0. 13 AUG 2320 71 .02 .00 .02 4. # 14 AUG A. 144 0.00 0.04 0.00 0. 13 AUG 2340 72 .02 .00 .02 4. # 15 AUG 0000 145 0.00 0.00 0,00 0. 14 AUG 0000 73 .02 .00 .02 4• # # SUM 4.00 .98 3.02 TOTAL RAIL{FALL = 4.001 TOTAL LOSS = .981 TOTAL EXCESS = 3.02 i 'EAF FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 48.00-HR (CFS) (HR) i (CFS) i 49. 10.00 181 7. 4/ 4. (INCHES) 1.909 3.017 3,017 3.017 (AC-FT) 9. 14, 14. 14, CUMULATIVE AREA = .09 SO MI iSTATION $ASiN3 I (0) OUTFLOW p, p, 0. 0. 10. 20. 30. 40. 50. 0f 0. 0. 01 (L) PRECIPY (X) EXCESS I, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .4 .3 .2 .1 010 1HRIM111 PER ----- ------ --------- -------- --------- --------- -------- 130C�^0 10------------------- ---------.---------•---------.- ---•-- -. • -• , • , LL. 0020 20 1 0100 yC 1 LL. 0120 .50 LL. II 0Iy0 60 70 11 LL. 0,0200 8C2�.) LLI. 1302 0240 90 ' • 90300 100 LLL. ' 13;320 ilO . • 1 1 1 1 1 1 1 I I ILLL. I LLI. 0400 13.0 LLXX 420 14.0 6 LL):X 15.0 • 1 LLXX ,CH, 16. .E 1 LLXX s0520 17. 0 LLXX e 130600'. 191 0 LUX 00610 20. 0 LLXX. 0644 21 .0. . . 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LLXX. 0700 d22.L• 0 LLXX. 0720 23. 0 f LLXXX► 6740 24• 0 LLXXX. 300 25. 0 LLXXX. 130820 26 0 LLLXXXXX. 1OB40 27. 0 . ! LLLXXXXX. 4900 28. 0. LLLXXXXX. 130920 29. 0 . LLLLLLLLLXXXXXXXXXXXXXXXXXXXXXXXXXXI 00940 301 0 f LLLLLLXXXXXXXXXXXXXXXXXXXXXXXXXXXXX. 1000 31. . . . . . . . . . . . . # . 1 1 1 100 . . # 1 • . • • . . .LLLLLXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX• 10410 321 0 LLXXXXXXXXXXXXX, 01040 33, 1 1 0 1 1 LLXXXXXXXXXXXXX, 1100 34. & 0 LLXXXXXXXXXXXXX, 1120 35. # 0 . LXXXXXXX. 131140 36, 4 0 LXXXXXXX. 11 1200 37. 00 1 LXXXXXXX, 1220 38. .0 LXXXXX# 131240 39, 0 6 f LXXXXX. 1300 40, 0 6 # LXXXXX. 1320 41. # 1 . .G• . 1 1 # # # 16 # . . . . . . . . 1 # . 1 1 1 1 1 1 1 1 . . 1 . 1 . #LXXXX. 131340 42. 0. 0 LXXXX. 0 71400 43. 0. LXXXX. 1420 44. 0 . LXXX. 1440 45. 0 . LXXX. 131500 46. 0 . f LXXX. 191520 47, 0 LXXX. 1540 48. Q 1 1 LXXX. 171600 49. 0 f LXXX. 520 50. 0 6 LXX. i640 511 # .0• # # . 1 . . . . . . 1 1 # . 1 1 . . . 1 . . . . . . 1 . . . . . . . 1 I . .LXX. 131700 52. 0 1 . LXX. 1720 53. 0 f # LXX. it1740 54. 0 f 1 LXX. 1J1200 55. 0 . 1 • • • . • 1 . . 1 LXX• 131820 56. 0 1 • LXX. !'01840 57• 0 f 0 LXX. ,1900 58. 0 f 4 0 6 LXX/ 131920 59. 0 f # # LXX. 1 940 60. 0 1 LXX. 2000 61. # .0# 1 # 1 1 1 1 1 1 1 . . # # . . . # # # # . •LXX. 132020 62. 0 LX. 162040 63. 0 1 1 f LX. 21100 .64. 0 1 1 1 1 fLX. 132120 65. 0 1 1 1 1 1 1 . 1 • 1 1 LX, 0' 2140 66. 0 LX. 2-200 67. 0 1 LX. 1-'l 10 • • 1 • . . • • . LX J�LL\I VVI O . 1 132240 69. ol LX. 102300 70. 0 1 1 LX 2320 71. . 0 • . . . . . . . . . . . . . . . . . . . . # 1 1 1 I LX. 132340 72. C f LX. 19 0000 73• 0 1 LX. 0020 74. O . . • • • • 1 • . • 1 75.0 760 / 17n Jg -�y 32000 bl. . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . .pax. LX. 2020 62. 01 2040 63. . 0. LX. 2100 64� 0. LX. 2120 65. 0. 0 0 0 0 0LX. '140 66. O . • LX. .200 67. 0 . LX. LX. [32220 68. 0 . 2240 69. 0 . • LX. 32300 70. 0 f 132320 71. . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LX. LX. - 2340 72. 0 ��----• 0000 73-------0 .-------- -. LX. ttt ### ### ### ttt ##t t## ### ttt ### ttt ttt ttt #tt t## ##t ### ### ### ttt ttF ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt t t i �20 KK # BASIN4 t # t i ##tttttttttttt BASIN #4 INFLOW HYDROGRAPH SUBBASIN RUNOFF DATA 22 BA SUBBASIN CHARACTERISTICS �.., TAREA .06 SUBBASIN AREA PRECIPITATION DATA r23 PrK RECORDING STATIONS GALE L4 P;1 WEIGHTS 1.00 25 LS SC5 LOSS RATE STRTL .00v INITIAL ABSTRACTION CRVNBR 96.00 CURVE NUMBER RTIMP 0.00 PERCENT IMPERVIOUS AREA 1.6 UIi SCS DIMENSIONLESS UNITGRAPH TLAG .32 LAG PRECIPITATION STATION DATA STATION TOTAL AVG. ANNUAL WEIGHT GAGE 4.00 0.00 1.00 TEMPORAL DISTRIBUTIONS STATION GAGEY WEIGHT = 1.00 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .02 .02 .02 .09 .09 ,rya .04 .04 .04 .02 .02 .02 .G2 .02 .02 .0i .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .vl .01 .01 .01 .01 .01 /3•/S 101 .01 .01 .01 .01 $01 101 .01 .01 .01 .01 .O1 aRNING xx# TIME INTERVAL IS GREATER THAN LAW UNIT HYDROGRAPH 7 END-OF-PERIOD ORDINATES 47. 47. 15. 5. 2, 1. 0. x#x#x#x####xx#xx#x#x#xx#x#xx#x#xx#xx#xxx#X#x�xxxxx#####xx#x#xx#xxx#x##xx#X#xxxxxxxxxxx####xxxxX##xxx###xx####xxX#xXxxxxXX##Xxxxxx HYDROGRAPH AT STATION BASIN4 #X##xxXx#X##x#XxxxX#XXX#XXX#XX#######x#x#xX#t####XXx#X##X####XX##x###X####XXx##Xxxx####xxx##X##xX###x####X##XXX##X#X##x#######xX##X # DA MON HRMN ORD RAIN LOSS EXCESS COMP 0 # DA MON HRMN ORD RAIN LOSS EXCESS COP 0 X 13 AUG 0000 1 0,00 0.00 0.00 0. # 13 AUG 1220 38 .06 .00 .06 8. 13 AUG 0020 2 .02 .02 0.00 0. # 13 AUG 1240 39 .06 ,00 ,06 7. 13 AUG 0040 3 .02 .02 0.00 0. # 13 AUG 1300 40 .06 .00 .06 7. 13 AUG 0100 4 .02 .02 0,00 0. x 13 AUG 1320 41 .05 .00 .05 7. 13 AUG 0120 5 .02 .02 ,00 0, X 13 AUG 1340 42 .05 ,00 .05 6. 13 AUG 0140 6 .02 .02 .00 0. # 13 AUG 1400 43 .05 .00 .05 6. 13 AUG 0200 7 .02 .02 ,00 0. # 13 AUG 1420 44 .04 .00 .04 6. 13 AUG 0220 8 .03 .02 601 1. X 13 AUG 1440 45 .04 .00 .04 5. 13 AUG 0240 9 .03 .02 .01 1. # 13 AUG 1500 46 004 .00 .04 5. 13 AUG 0300 10 .03 .02 .01 1. x 13 AUG 1520 47 .04 .00 .04 5, 13 AUG 0320 11 .03 .01 .01 1. # 13 AUG 1540 48 .04 .00 .04 S. 13 AUG 0340 12 .03 .01 .01 1. x 13 AUG 1600 49 .04 .00 .04 5. 13 AUG 0400 13 .03 .01 .02 2. # 13 AUG 1620 50 .03 .00 .03 4. 13 AUG 0420 14 .03 .01 .02 2, x 13 AUG 1640 51 .03 .00 .03 4, 13 AUG 0440 15 .03 .01 .02 2. # 13 AUG 1700 52 .03 .00 .03 4. 133 AUG 0500 16 .03 .01 .02 2. x 13 AUG 1720 53 .03 .00 .03 4. 13 AUG 0520 17 .03 .01 .02 3. # 13 AUG 1740 54 .03 .00 .03 4. 13 AUG 0540 18 .03 .01 .02 3. X 13 AUG 1800 55 .03 .00 .03 4. 13 AUG 0600 19 .03 .01 .02 3. # 13 AUG 1820 56 .03 .00 .03 4. 13 AUG 0620 20 .04 .01 .03 3. X 13 AUG 1840 57 .03 .00 .03 4. 13 AUG 0640 21 .04 .01 .03 4. # 13 AUG 1900 58 .03 .00 .03 4. 13 AUG 0700 22 .04 .01 .03 4, # 13 AUG 1920 59 .03 .00 .03 4. 13 AUG 0720 23 .05 .01 .04 4. x 13 AUG 1940 60 .03 .00 .03 4. 13 AUG 0740 24 .05 .01 .04 5. x 13 AUG 2000 61 .03 .00 .03 4. 13 AUG 0800 25 .05 .01 .04 5. x 13 AUG 2020 62 .02 .00 .02 3. 13 AUG 0820 26 .08 .01 .07 6. X 13 AUG 2040 63 .02 .00 .0? 3. 13 AUG 0840 27 .08 .01 .07 7. # 13 AUG 2100 64 ,02 .00 .02 3. 13 AUG 0900 28 .08 .01 .07 S. x 13 AUG 2120 65 .02 .00 .02 3. 13 AUG 0720 29 .35 .03 .32 20. x 13 AUG 2140 66 .02 .00 .02 3. 13 AUG 0940 30 .35 .02 .33 32. x 13 AUG 2200 67 .02 .00 .02 3. 13 AUG 1000 31 .35 .01 .34 37. # 13 AUG 2220 68 .02 .00 .02 3, 13 AUG 1020 32 .15 .00 .14 29. # 13 AUG 2240 69 .02 .00 .02 3, 13 AUG 1040 33 .15 .00 .14 21. # 13 AUG 2300 70 .02 .00 .02 3. 13 AUG 1100 34 .15 .00 .14 18. # 13 AUG 2320 71 .02 .00 .02 3. 13 AUG 1120 35 .08 .00 .08 14. x 13 AUG 2340 72 .02 .00 .02 3. 13 AUG 1140 36 .08 .00 .08 10. 2 14 AUG 0000 73 .02 .00 .02 3. 13 AUG 1200 37 008 .00 ,08 9. # # SUM 4.00 .46 3.54 TOT''l �'ATNFALL = 4.00r TOTAL LOSS = .461 TOTAL EXCESS = 3.54 -.P AC FLOV TIME MAXIMUM AVERAGE FLOU 6-HR 24-HR 72-HR 24.00-HR (CFS) (HR) (CFS) 10.00 14, 6. 6. 6• i (INCHES) 2.174 3.506 3.506 3.506 I (AC-FT) 1. 11. 11. 11. CUMULATIVE AREA = .06 SO MI STATION RASIN4 (0) OUTFLOW 0, 5. 10. 15. 20. 25, 30. 35, 40. 0. (L) PRECIPY (X)0. 0•EXCESS 0. 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .4 .3 .2 .1 0.0 HRMN PER 0000 10- -- ------- --------- Mw---.- 130020 20 0 0 6 LL. �0040 30 4 0 0 LL. 0100 40 # 6 6 LL. 130120 50 # 0 6 LL. 0140 60 # 0 0 LL. i I 0200 7.0 6 4 LL. i 130220 8.0 LLXX i ! 0240 9, 0 6 # LLX): 0300 10, 0 # LLXX 432U 11. .O. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .LLXX LLXX 10340 12. 0 3 L0400 13. 0 IAO 14. 0 # LXX. 170440 15. 0 0 . LXX. 1 500 16. 0 LXX. 0520 17. 0 LXX. 130540 18. 0 LXX. 0600 19. 0 LXX. 00620 20. 0 LXXX. 0640 21. . . .0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . LXXX. 10740 0700 22. 0 LXXX. 0720 23. 0 . LXXXX. 24. 0. LXXXX. 130840 25. 0 • LXXXX. 10820 26. . 0 LXXXXXXX. 0040 27, 0 LXXXXXXX: 130900 28. tLXXXXXXX. j 0920 29. 0 LLIYXXXY,XXXXX):XXXXXXXXXXXXXXXXXXXXX. I094C 3G� 0 LLXXXXY.XY,XXXXXXXXXXY,Y,XXXXXXXXXXXXXX. 131000 31. . . . . . . . • •0• • • • . .LXXXXXY):/'YYXY!;}:XY.XXXXXXXXXXXXXXXXXX. 102U 32. 0 . LXXXXXXXXXXXXXX. 0102 33. .0 LYXXXXXXXXXXXXX. .11100 34, 6 0 6 6 LY,XXXXXXXXY.XXXX. 131127 35, 0 6 LXXXXXXX. 11140 36. f .0 LXXXXXXX. 1100 37. 0. LXXXXXXX. 13L°20 3°. 0 LXXXXX. 1240 39. 0 LXXXXX. 130U 40. 0 LXXXXX. 12C1 41. .0. . . # . . . . . . . . . . . . . . . .LXXXX. 1340 42. 0 f f LXXXX. 1tIn0 42. 0 (.XXXX. 1420 44.. .0 LXXX. 1'1440 45. 0 LXXX. 31506 46. 0 6 """`' 1520 47. 0 LXYY, 1540 48. 0 LXXX. 1600 49, 0 0 LXXX ,31620 50. 0. LXX. 1640 51. . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . .L):>:. .700 52. 0 LXX. L31720 53► 0 # ' 11740 54, 0 0 LXX, 1800 55, 0 0 LXX, 131820 56. 0 . LXX. ' 1840 57, 0 # LXX. 1900 58. 0 # LXX. 1920 59. 0 f LXX. 1 1940 60� 0 # LXX 2000 61. . . .0. . . . . . . . . . . . . . . . . . . . . . . . . . ► . . . . .LXX. 2020 62► 0 . LX. 132040 63. 0 . # LX. j 12100 64, 0 LX. ! 21,10 65. 0 . LX. 132140 66, 0 f # # 0LX. I2200 67. 0 I # # 6LX. 2220 68. 0 LX. 132240 69, 0 f # # ILX. ' 2300 70. 0 LX. 2320 71. . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ► . . . . . . LX. 2340 72. 0 . LX. 140000 73.-----0---, .---------.---------.---------.---------.--------.---------.--------.---------.---------.------LX. i Kt ### ### ### ### ### ttt ttt ttt ttt ttt ttt ttt ttt ttt tt# ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt tit ttt ttt ttt ttt ttt tt# t#t##t##tt#It# !I t t 11 ! 27 11 114 t ! t t ttttt#tttttttt I;I BASINS #1 AND 14 COMBINED HYDROGRAFH �! 2S HC HYDROGRAFH COMBINATION { it ICOMF 2 NUMBER OF HYDROGRAPHS TO COMBINE tt# *tl•rttTttttt#tt#t#•#ttt#ttttttttttt#ttt##tttttt###tt##ttttttttttttttttt#ttttt#tttttttt#ttttt##tttt#t##t#tttttt##ttt##t##tttttlttl•�t f HYDROGRAFH AT STATION 1t4 SUM OF 2 HYDROGRAPHS #'1:####�ttttt#'#:tttttttttttt#tttttttttt#t#tttttttttt#ttttt#tttt#t####tttttt###ttt#ttttttttttttttttttttt####t##t##ttt##ttttttt######t DA 190011 HRMN OFI, FLOW # DA MON HRM11 ORD FLOW t DA MON HRMN ORD FLOW # DA MON' HRMN ORD FLOW 12 AUG 00C1) 1 0. t 13 AUG 0620 20 26. t 13 AUG 1240 39 138. t 13 AUG 1900 58 43. 17 H'Jr 0C20 2 0. t 13 AUG 0640 21 28. t 13 AUG 1300 40 120. t 13 AUG 1920 59 43. 12 h13 V40 3 0. t 13 AUG 0700 22 31. t 13 AUG 1320 41 105. t 13 AUG 1940 60 43. ;';G 0100 4 0, t 13 AUG 0720 23 35, t 13 AUG 1340 42 96. t 13 AUG 2000 61 43. 1: AUG 0120 5 0. t 13 AUG 0740 24 39. t 13 AUG 1400 43 88. t 13 AUG 2020 62 42. BASIN #5 INFLOW HYDROGRAPH SUBBASIN RUNOFF DATA i �6 BA SUBBASIN CHARACTERISTICS TAREA .09 SUBBASIN AREA PRECIPITATION DATA 97 PR RECORDING STATIONS GAGE gg PW WEIGHTS 1.00 94 LS S CS LOSS RATE STRTL .02 INITIAL ABSTRACTION 1 CRVNBR 99.00 CURVE NUMBER I RTIMP 0.00 PERCENT" IMPERVIOUS AREA �90 UD SCS DIMENSIONLESS UNITGRAPH TLAG .64 LAG I PRECIPITATION STATION DATA STATION TOTAL AVG. ANNUAL WEIGHT GAGE 4.00 0.00 1.00 TEMPORAL IISTRIBUTIONS ,. STATION GAGEr WEIGHT = 1.00 .O1 .01 .01 .01 .01 .01 .01 .01 .01 .01 f .0 .O1 .O1 .O1 .O1 .01 .01 .01 .01 .01 1 .01 .01 .01 .01 .02 .02 .02 .09 .09 .09 .04 .04 .04 .02 .02 .02 .02 .02 .02 .01 i .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 WARNING #XX TIME INTERVAL IS GREATER THAN LAG/2 rUNIT HYDROGRAPH t 12 END-OF-PERIOD ORDINATES lE. 51. 49. A. 14. 7. 4. 0. 0. HYDRDGRAPH AT STATION BASIN) # c Tccc _ DA MON HRMN ORD RAIN LOSS EXCESS Com1p 0 X DA PION HRIMN ORD RAIN LOSS E).CESS. COMP 0 X 13 AUG 0000 1 0.04 0.40 0.00 0. # 14 AUG 0020 74 0.00 0.00 0.00 4. 13 AUG 0020 2 .02 .02 .00 0. X 14 AUG 0040 75 0.00 0.00 0.00 3. 13 AUG .'040 3 .02 .02 .01 0. 14 AUG 0100 76 0.00 4.00 0.00 1. t 3 Al' "I i AA 4 .02 •01 .01 0. # 14 AUG 0120 77 0.G'J 0.00 4. 13 AUG 0120 5 42 .01 .01 1. # 14 AUG 014C 72 0.00 0.00 -^ 0• 02 01 02 ' X 14 AUa �.�40 79 0.00 0.00 1,00 0. 4. 13-�9 13 AUG 0200 7 .02 .01 .02 2. # 14 AUG 0220 80 0.00 0.00 0.00 0. 13 AUG 0220 8 .03 .01 .02 3. # 14 AUG 0240 61 0.00 0.00 0.00 0. • 13.AUG 0240 9 .03 .00 .02 3. # 14 AUG 0300 82 0.00 0.00 0.00 0. 13 AUG 0300 10 .03 .00 .02 4. # 14 AUG 0320 83 0.00 0.00 0.00 0. 13 AUG 0320 11 .03 .00 .02 4. # 14 AUG 0340 84 0.00 0.00 0.00 0. 13 AUG 0340 12 .03 .00 .02 4. # 14 AUG 0400 85 0.00 0.00 0.00 0. 13 AUG 0400 13 ,03 .00 .03 4. # 14 AUG 0420 86 0.00 0.00 0.00 0. 13 AUG 0420 14 .03 .00 .03 4, # 14 AUG 0440 67 0.00 0.00 0.00 0. 13 AUG 0440 15 .03 .00 .03 5. # 14 AUG '0500 88 0.00 0.00 0.00 0. 13 AUG 0500 16 .03 .00 .03 5. # 14 AUG 0520 89 0.00 0.00 0.00 0. 13 AUG 0520 17 .03 .00 .03 5. # 14 AUG 0540 90 0.00 0.00 0.00 0. 13 AUG 0540 18 .03 .00 .03 5. # 14 AUG 0600 91 0.00 0.00 0.00 0. 13 AUG 0600 19 .03 .00 .03 5. # 14 AUG 0620 K 0.00 0,00 0.00 0. 13 AUG 0620 20 .04 .00 .04 6. # 14 AUG 0640 93 0.00 0.00 0.00 0. 13 AUG 0640 21 .04 .00 .04 6. # 14 AUG 0700 94 0.00 0.00 0.00 0. 13 AUG 0700 22 .04 ,00 .04 7. # 14 AUG 0720 95 0.00 0.00 0,00 0. 13 AUG 0720 23 .05 .00 .05 7. # 14 AUG.0740 96 0.00 0.00 0.00 0. 13 AUG 0740 24 .05 .00 .05 B. # 14 AUG 6800 97 0.00 0.00 0.00 0. 13 AUG 0800 25 .05 .00 .05 8. # 14 AUG 0820 98 0.00 0.00 0.00 0. 13 AUG 0820 26 .08 .00 .08 9. # 14 AUG 0840 99 0.00 0.00 0.00 0. 13 AUG 0840 27 .08 .00 .08 10, # 14 AUG 0900 100 0.00 0.00 0.00 0. 13 AUG 0900 28 .08 .00 .08 12. # 14 AUG 0920 101 0.00 0.00 0.00 0. 13 AUG 0920 29 .35 .00 .35 18. # 14 AUG 0940 102 0.00 0.00 0.00 0. 13 AUG 0940 30 .35 .00 .35 32. # 14 AUG 1000 103 0.00 0.00 0.00 0. ;2o- 13 AUG 1000 31 .35 .00 .35 45, # 14 AUG 1020 104 0.00 0.00 0.00 0. 13 AUG 1020 32 .15 .00 .15 49. - # 14 AUG 1040 105 0.00 0.00 0.00 0. 13 AUG 1040 33 .15 .00 .15 43. # 14 AUG 1100 106 0.00 0.00 0.00 0. 13 AUG 1100 34 .15 .00 .15 35. # 14 AUG 1120 107 0.00 0.00 0.00 0. 13 AUG 1120 35 .08 .00 .08 29. # 14 AUG 1140 108 0.00 0.00 0.00 0. 13 AUG 1140 36 .08 .00 .08 23. # 14 AUG 1200 109 0.00 0.00 0.00 0. 13 AUG 1200 37 .08 .00 .08 19. # 14 AUG 1220 110 0.00 0.00 0.00 0. 13 AUe 1220 38 .06 .00 .06 16. # 14 AUG 1240 111 0.00 0.00 0.00 0. 13 AUG 1240 39 .06 .00 .06 14. # 14 AUG 1300 112 0.00 0.00 0.00 0. 13 AUG 1300 40 .06 .00 .06 12. # 14 AUG 1320 113 0.00 0.00 0.00 0. 13 AUG 1320 41 .05 .00 .05 11. # 14 AUG 1340 114 0.00 0.00 0.00 0. 13 AUG 1340 42 .05 .00 .05 10. # 14 AUG 1400 115 0.00 0.00 0.00 0. 13 AUG 1400 43 .05 .00 .05 10. # 14 AUG 1420 116 0.00 0.00 0.00 0. 13 AUG 1420 44 .04 ,00 ,14 9, 1 14 AUG 1440 117 0,00 0,10 0,00 0, 13 AUG 1440 45 .04 ,00 .04 9. 1 14 AUG 1500 116 0.00 0.00 0.00 0. 13 AUG 1500 46 .04 .00 .04 S. # 14 AUG 1520 119 0.00 0,00 0.00 0. 13 AUG 1520 47 .04 .00 .04 8. # 14 AUG 1540 120 0.00 0.00 0.00 0. 13 AUG 1540 48 .04 .00 .04 7. # 14 AUG 1600 121 0.00 0.00 0.00 0. 13 AUG 1600 49 .04 .00 .04 7. # 14 AUG 1620 122 0.00 0.00 0.00 0, 13 AUG 1620 50 .03 .00 .03 7, # 14 AUG 1640 123 0.00 0.00 0.00 0. 13 AUG 1640 51 .03 .00 .03 7. # 14 AUG 1700 124 0.00 0.00 0.00 0. 13 AUG 1700 52 .03 ,00 .03 6. # 14 AUG 1720 125 0.00 0.00 0.00 0. 13 AUG 1720 53 .03 .00 .03 6. t 14 AUG 1740 126 0.00 0.00 0.00 0. 13 AUG 1740 54 .03 .00 .03 6. # 14 AUG 1800 127 0.00 0.00 0.00 0. 13 AUG 1800 55 .03 .00 .03 6. # 14 AUG 1820 126 0.00 0.00 0.00 0. 13 AUG 1820 56 .03 .00 .03 6, # 14 AUG 1840 129 0.00 0.00 0.00 0, 13 AUG 1?40 57 .03 .00 .03 6. 14 AUG 1900 130 0.00 0.00 0.00 0. 13 AUG 1°00 58 .03 .00 .03 L. 1 14 AUG 1920 131 0.00 0.00 0.00 0. 13 AUG 1920 59 .03 .00 .03 6. # 14 AUG 1940 132 0.00 0.00 0.00 0. 13 AUG 1940 60 .03 .00 .03 6. # 14 AUG 2000 133 0.00 0.00 0.00 0. 13 AUG 2000 61 .03 .00 .03 6. # 14 AUG 2020 134 0.00 0.00 0.00 0. 13 AUG 2020 62 .02 .00 .02 5. t 14 AUG 2040 135 0.00 0.00 0.00 0. 13 AUG 2040 63 .02 .00 .02 5. t 14 AUG 2100 136 0.00 0.00 0.00 0. 13 AUu :100 64 .02 .00 .02 5, # 14 AUG 2120 137 0.00 0.00 0.00 0. 13 AU_ 2120 65 .02 .00 .02 5. 1 14 AUG 2140 133 0.00 0.00 0.00 0. 1_, 66 .02 .00 .02 4. #. 14 AUG 2200 139 0.00 0.00 0.00 0. 12 A!: 2200 61 .02 CIO ,02 4, # 14 AUG 2221 111 0,00 0,00 0,00 0, 13 AUG 2220 68 002 .00 .u.: y• • 11 ^uw �,v a- "•"' 13 AUG 2240 69 .02 .00 .02 4. x 14 AUG 2300 : 14_ 0.00 0.00 0.00 0. 13 AUG 2300 70 .02 .00 .02 4. x 14 AUG 2320 143 0.00 0-00 0,00 0. 134E 2320 71 .02 .40 .02 4. z 14 AUG 2340 144 0.00 0-00 0-00 0. 13 AUG 2340 72 .02 .00 .02 4. x 15 AUG 0000. 145 0.00 0-00 0-00 0. 14 AUG 0000 73 .02 .00 +02 4. x x SUM 4,00 .12 3.88 z xxxxtxxxxzzxxzzxxxxxxxzzxxxxxxxzxzxxxxxxr-xxzzxxxxxxxzxzzzzzzxz:ztxzxxzzzzzzxxzxxxzxxxzxxxzxxzxrxxxxzxtzxxxxxxxxzxzxzzzzxxzxzzxxxz MTOTAL RAINFALL = 4.00, TOTAL LOSS = .129 TOTAL EXCESS = 3.88 EAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 48.00-HR t (CFS) (HR) (CFS) 49. 10.33 22- 9. 5' S' (INCHES) 2.270 3.869 3.881 3.881 (AC-FT) 11. 19, 19. 19. CUMULATIVE AREA = .09 SO MI STATION BASINS I (0) OUTFLOW 0. 10. 20. 30. 40. 50, 0. 0, 0. 0. 0. 0. 0. (L) PRECIPP (X) EXCESS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -4 .3 -2 -1 0.0 ofF..i) PER 00on10---------.-------------------------------------------- .---------.---------.--------.---------.---------.---------. LXX �40 30 - - 6 0 - - 50100 40 - - LXX 130120 5.0 LXX ' 0140 6. 0 - LX. 0200 7. 0 - - - LX. 0220 8. O • . - . . • • • • . . LXX. 130240 9. 0 - - - - LXX. 00300 10, 0 4 - # - LXX. 0:20 11. . 0 . . - . - . - - . . . . . . . . . . . . . . . . . . . - . . . . . - . . - . . - . . . . . . . + . .LXX. 1.36340v 12. 0 LXX. 4400 13. O - - - - LXX. s0420 14. O - LXX. 130440 15. 0 - - - - - LXX. 0500 16. 0 . - • • - • • • - • . LXX. 0520 -17; 0 - LXX. 130540 18. 0 LXX. 0600 19. 0 - - - - - - # LX);. Cs2O 20. O tLXY.X. � 0640 21. . 0 - - - - - - - . . - - . . . . . . - . . - - - . . . . LXXX. 130700 22. 0 LXXX. 0720 23. 0 . - LXXXX. 0740 24. 0 . - LXXXX. 130EOO 25. 0 . fLXXXX. 0 0820 26. 0. f fLXXXXXXX- C:40 27- O LXXXXXXX- ( ?0� 2E. . 0 - LXXXXXXX. VO„� 2�• ' LXXXXXXXXXXXXi,X.XYYYYYXXXXXXXXXXXXXX. 094- 30• . . 0 - - LY.XXXXXXXXXXXII:);'Y,);7;);;YYXXX'I.Y.Y.XXXXY.XX. • • • • , • • • .LXXXXXXXXXXXXAX'(X"'="XXXXY,XXXXXXXXXX- '1 ' 32 0. - U;XXY.)'XXXX'/,XXY.X. • 2/ , 13104E 33. & 0 0 6 LXXXXXXXXXXXXXX, 0"1100 34. 0 # 0 0LXXXXXXXXXXXXXX, 11.20 35.• # 0 0. # . LXXXXXXX. 1140 36, # . 0 1 , LXXXXXXX, 1 1200 37, # 0, 6 . LXXXXXXX, 1220 38. 0 0LXXXXX. .240 39. # 0 # LXXXXX. 131300 40. . 0 . LXXXXX. 0 1320 41, . . .0, . . . . . . . . , , ,' . . . . . . . . . . . ( , . . . . . ,LXXXX, i 1340 42. 0 0 LXXXX. 131400 43. 0 0 LXXXX' 1 01420 44. 06 LXXX, 1440 45. 0► 6 LXXX. 31500 46. 0 . LXXX. 01520 47, 0 LXXX, 1540 48. 0 . LXXX. 1600 49. 0 0 LXXX. 131620 50, 0 f 0 LXX. 1640 51, 1 .01 s o v . . . . . • . . . . . •0 •LXX. 1700 52. 0 LXX, I 131720 53. 0 LXX. I 111740 54. 0 LXX. l 1800 55, 0 LXX, 131820 56. 0 LXX. 01840 57. 0 LXX. 1900 58. 0 LXX. 191.0 59• 0 LXX. 1940 60. 0 LXX. 000 6 1. . 1 0 , . . . . 1 .LXX 01160410 /62• 0 LX '12040 63. 0 LX. 0100 64. 0 LX. 2120 65. 0 LX. 132140 66. 0 0 0 6 f 0 LX. 2200 67. 0 1 1 LX i20 68. 0 1f LX. 1322140 69• 0 1 1 LX. 02300 70. 0 1 LX. 2320 7 1/ 1 C 1 1 . 1 , 1 . . 1 . , 1 . 1 1 . , . . . , , , f , , . , , , . 1 1 , 1 . / , , . , , , . . . / • , , 1 • . . . LX. 1340 72. 0 , LX. 140000 73. 0 1 LX. 00040 105. 0 140100 76.0 . . . . , , • . 1 1 . 1 Ig0120 77.0 1 . 1 , 0140 780 1 . 140200 790 ' ' 0 to 000 002140 BID 1 1 1 1 . 1 , 1 , 1 / . , . . . 1 , 1 / . . . . . . . . . . . . . 1 . . . , , ♦ . . . . . . 1 . 1 / , 1 . , . ► . , 40300 S20 1 1040400 40320 070 • 1 ♦ . 1 , 1 1 1 0340 840 . 850 . 140420 860 1 1 0440 O70 1 I ♦0J00 000 1 • 1 1 . . 1 • • 1 1 1 520 a9C 1 ♦ • 1 • 1 1 . • . 1 1 r. 14 IAI� ,Ju u J 1 l . . 1 1 . • 1 1 1 • 1 • . • • 1 • r • . 1 . ♦ 1 1 . 1 / • 1 1 1 1 • . 1 . • . • ♦ 1 • 1 • 1 1 1 . ♦ . 1 • . • • • 1 . 1 A I 1 91 KK # 12345 t ttttt##tt##ttt COMBINED HYDROGRAPH► BASINS 1-5 03 HC HYDROGRAPH COMBINATION ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE ttt t#ttttttttXttt#tttttttttXttttt#tt#tttt###tX##tXtt#tttttXXtt#tt##tt#ttXtX###tt#tt#t#tt#ttttt#t##ttt####t#####tt#t##########t#tttt### HYDROGRAPH AT STATION 12345 SUM OF 2 HYDROGRAPHS �t#tt#tt#tktt#ttX##ttt#tt#t#t##tt#tt###t##ttt##tttt###t#tttt#XX#ttt�###tx#t##tXt##k##ttt#t##t##tit#kkt##tkk##k##t#t##tt########tt t t DA MON HRMN ORD FLOW t DA MON HRMN ORD FLOW t DA MON HRMN ORD FLOW DA MON HRMN ORD FLOW t t 13 AUG 0000 1 0. t 13 AUG 1220 38 28S. t 14 AUG 0040 75 41. t 14 AUG 1300 112 0. 13 AUG 0020 2 0. t 13 AUG 1240 39 257, t 14 AUG 0100 76 35. t 14 AUG 1320 113 0. 13 AUG 0040 3 0. t 13 AUG 1300 ' 40 234. t 14 AUG 0120 77 25, t 14 AUG 1340 114 0, ! 13 AUG 0100 4 0. t 13 AUG 1320 41 209. t 14 AUG 0140 78 18. t 14 AUG 1400 115 0. I 13 AUG 0120 5 1. t 13 AUG 1340 42 184. t 14 AUG 0200 79 12, t 14 AUG 1420 116 0. 13 AUG 0140 6 2. t 13 AUG 1400 43 157, t 14 AUG 0220 80 8. t 14 AUG 1440 117 0. 13 AUG 0200 7 2. t 13 AUG 1420 44 135. t 14 AUG 0240 81 6. X 14 AUG 1500 118 0. 13 AUG 0220 8 3. t 13 AUG 1440 45 126. t 14 AUG 0300 82 4, t 14 AUG 1520 119 0. 13 AUG 0240 9 3. t 13 AUG 1500 46 117. t 14 AUG 0320 83 3. # 14 AUG 1540 120 0. 13 AUG 0300 10 A. t 13 AUG 1520 47 110. t 14 AUG 0340 84 2. t 14 AUG 1600 121 0. 13 AUG 0320 11 4. t 13 AUG 1540 48 104. t 14 AUG 0400 85 2. X 14 AUG 1620 122 0, 13 AUG 0340 12 4. t 13 AUG 1600 49 100, t 14 AUG 0420 86 1. t 14 AUG 1640 123 0. r 13 AUG 0400 13 5. t 13 AUG 1620 50 96. t 14 AUG 0440 87 1. t 14 AUG 1700 124 0. 13 AUG 0420 14 5. t 13 AUG 1640 51 92. t 14 AUG 0500 88 1. t 14 AUG 1720 125 0, 13 AUG 0440 15 7. t 13 AUG 1700 52 87. t 14 AUG 0520 89 1. # 14 AUG 1740 126 0. 13 AUG 0500 16 14. t 13 AUG 1720 53 82. t 14 AUG 0540 90 1, t 14 AIIG 1800 127 0. 13 AUG 0520 17 17. # 13 AUG 1740 54 79. t 14 AUG 0600 91 1. t 14 AUG 1820 128 0. 13 AUG 0540 18 18. t 13 AUG 1800 55 76. t 14 AUG 0620 92 1. t 14 AUG 1840 129 0. 13 AUG 0600 19 19. t 13 AUG 1820 56 76. # 14 AUG 0640 93 1. t 14 AUG 1900 130 0. 13 AUG 0620 20 24. t 13 AUG 1840 57 73. t 14 AUG 0700 94 1. t 14 AUG 1920 131 0. 13 AUG 0640 21 47, t 13 AUG 1900 58 73. t 14 AUG 0720 95 1. t 14 AUG 1940 132 0. 13 AUG 0700 22 58. t 13 AUG 1920 59 73. t 14 AUG 0740 96 1. t 14 AUG 2000 133 0. 13 AUG 0720 23 59. t 13 AUG 1940 60 73. t 14 AUG 0200 97 1. t 14 AUG 2020 134 0. 13 AUG 0740 24 68. t 13 AUG 2000 61 72. t 14 AUG 0820 98 1. t 14 AUG 2040 135 0. 13 AUG 0800 25 73, t 13 AUG 2020 62 71. t 14 AUG 0840 99 1. t 14 AUG 2100 136 0. 13 AUG 0820 . 26 84, t 13 AUG 2040 63 68. t 14 AUG 0900 100 10 t 14 AUG 2120 137 0. 13 AUG-0840 27 96. # 13 AUG 2100 64 66, t 14 AUG 0920 101 0. 2 14 AUG 2140 138 0. 13 AUG 0900 28 111. t 13 AUG 2120 65 63. t 14 AUG 0940 102 0. t 14 AUG 2200 139 0. 13 AUG 0920 29 160, t 13 AUG 2141 66 60, t 14 AUG 1000 103 0, X 14 AUG 2221 110 0, 13 AUG 0940 30 252. t 13 AUG 2200 67 60. t 14 AUG 1020 104 0. t 14 AUG 2240 141 0. 13 AUG 1000 31 352. t 13 AUG 2220 68 57. t 14 AUG 1040 105 0. t 14 AUG 2300 142 0. 13 AUG 1020 32 414. # 13 AUG 2240 69 57. t 14 AUG 1100 106 0. t 14 AUG 2320 143 0. 13 AUG 1040 33 435. 13 AUG 2300 70 57, # 14 AUG 1120 107 0. t 14 AUG 2340 144 0. 3 AUG 1100 34 429 t 13 AUG 2320 71 56, t 14 AUG 1140 108 0. t 15 AUG 0000 145 0. 13 AUG 1120 35 398, t 13 AUG 2340 72 56. t 14 AUG 1200 109 0. t 13 AUG 1140 36 355, t 14 AUG 0000 73 56. 1 14 AUG 1220 110 0. t 13 AUG 1200 37 318. t 14 AUG 0020 74 52, t 14 AUG 1240 111 0. t i t t t xxltt#�:ttt�ttttttttttttttt ttttttttttttttt#.tttttttt##t$ttt$tttttttttttYttt#tt2ttttttttttxtt#ttt#IttttXitttt�'ltt�Y.ttttttttttttt#ttt F'E ., FLOW TIME 7/ MAXIMUM AVERAGE FLOW 6-HR 24-HP 72-HR 4E.00-HR (CFS) (HR) (CFS) 435, 10.67 267. 107, 54, 54. (INCHES) 2.107 3.381 3.400 3,400 (AC-FT) 133. 213. 214, 214, I CUMULATIVE AREA = 1.18 SO MI i STATION 12345 (0) OUTFLOW , p• 40. 80, 120. 160. 200. 240. 280. 320, 360. 400, 444, 0, 0 PER -- -- -------- --------- --------- ----- -- .-- ---- 00 oo20 20 . 0040 30 ' 0100 40 ` 130120 50 ` 190140 60 0200 7.0 ` 130220 8.0 190240 9.0 0300 10.0 130320 11.0. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00340 12.0 ` 0400 13.0 ' 0420 14.0 ` 130440 15, 0 ' 110500 16. 0 ' 0520 17. 0 t10540 18. 0 1500 19. 0 30620 20. 0 ' 130640 21. . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • 930700 22. 0 f ` 30720 23. 0 130740 24. 0 130800 25. 0 • 30820 26. .0 30840 27. 0 ; 130900 24. 0 • 0920 29. 0190940 7.0. 0 ' 111020 32. 0 1040 33• 0: 131100 34• 0 :31120 35, 0. 31140 36. 0• 31200 37. 0 31220 38. '0 ' 31240 3?. 0 ' 1,31.300 40. 0. 131320 41. . . . . . . . . . . . . . . . . . . 0 . 1,134r, 42. 0 ' 31400 43. 0 420 44. 0 21500 4�.. ' ,600 4. 0 ' ZN 50, . 0 1100 52.. • 0 1720 53. .0 1740 54, 0 .800 55. 0/ 1820 56. 0, ' 1840 57, • 0 6 ' ,1900 58. 0 • ;1920 59. 0 �1940 60/ 0 ' • • , . / 32020 621 0 ' 2040 63. 0 0 2100 64. 0 0 2120 65, 0 32140 66. f 0 2200 67, 0 2220 68. 0 32240 69. 0 / '300 70, 0 • , , / 132340 12. 1 0 0 / ' 0000 73, 6 0 0020 74. , 0 40040 75. .0 0 ' 140100 76. 0 t 0120 77. 00140 78, 0 ,lA0200 79, 0 # , ^20 80. 0 140300 82.0 320gO 83.0 ' / • • • • ' 0340 84.0 6 ' '40420 860 t0440 810 ' 40500 880 , 140520 890 ' 540 900 t0600 0 140620 920 0640 930 ' • ' 90700 •94G 14072� 95D 0' 0740 960 ' 0800 970 40820 980 140840 990 040900 1000 40920 1010 . . . . . . . . . . . . . . . . . • • . , 140940 101210 941020 1000 10?0 104^ 41100 1Q6C+ •��rn ,non . Appendix C - Precise Mapping During any major storm, the water is not able to escape through the 48" outlet at the cloverleaf as rapidly as the storm flow arrives at the site. This causes the water level to rise and floods the area. The flooding provides a place for the water to remain until the incoming drainage is less than the capacity of the outlet pipe. The Renton Village area is very flat to that a small difference in ground elevation makes a very great difference in storage volume. To accurately determine these ground elevations, very precise aerial mapping was performed. The results of this mapping are 8 sheets of 1" = 50' horizontal and with 1-foot contours. Additionally, for computer analysis of storage volume, point elevations on a 50-foot grid throughout the site are placed on punch cards for input. The specifications for this precise mapping are stated on pages C-2 through C-4. :ol ase ;and— out— the ae foot .o base on floppy Istems. :n percent Cl V/ AERIAL PHOTOGRAPHY 11/VA L.K E R & ASSOCIATES, INC. PHOTOGRAMMETRY 6264 STANLEY AVENUE SOUTH P.O. SOX C•61430 SEATTLE, WA. $5101 (206)763•9656 GEODETIC iURVEY6 FORESTRY vorge F. Walker -arl M. Berry, Jr., D 7�1 _a June 10, 1981 LJ Jones & Associates, Inc. 2700 Northup Way Bellevue, Wa. 98004 Attn: Mr. Edwin Rudloff, P.E. Re: Aerial topographic mapping of lands at Renton Village Shopping Center Dear Ed: As a result of our conversation on June 9, at this office, regarding your requirements for photogrammetric mapping products on this project, we are pleased to submit the following: r SCOPE r A. ) Aerial Photography: It is our understanding that we will provide aerial photography suitable for mapping at a scale of 1" = 50' with one foot (1') contour intervals of the three areas as outlined on the enclosed exhibits. These areas are: 1.) the Shopping Center proper, 2.) the outfall line to the west, and 3.) the area south of I-405. B.) Aerial Triangulation: We shall extend the basic horizontal ground control as provided by your company to all mapping stereo models through aerial triangulation techniques. C.) Ortho Photo Base Maps: We shall prepare screened mylar ortho photo base maps at a scale of one inch to fifty feet (1" = 50' ) in set onto your stand- ard 24" x 36" sheet, (23" x 31" net) , of the Shopping Center proper as out- lined on Exhibit A. D.) Contour Overlays: Contour manuscript overlays will be prepared at the same scale of 1" = 50' for the Shopping Center area. We will show one foot contours and the sheet layout will be the same as for the ortho photo base sheets. E.) Digitial Model: We will produce a digital vertical datum file on floppy disk or cards, whichever is the most compatible between our two systems. An additional precision check file will be produced for nearly ten percent of the point read. . G_Z APPROACH Ground Control Pre-marking: Prior to any aerial photography, all basic control and utilities should be painted or pre-marked. Individual legs should be at least six inches wide and twenty-four inches in length. show It would be highly advantageous to paint all utilities that you up on the ortho photo. Painting around the rims or he using various spaints for separate interpretation is useful. As with t p strip would be at least six inches wide. (Rollers are fast and neat.) Once the basic control and utilities have been painted, we should be notified so that we will be prepared to fly. I The ground control we will require in order to perform this project is shown on Exhibit A. We have indicated the location of six horizontal will control points and twenty-six vertical points. This distribution Center core enable us to perform the immediate mapping in the Shopping area as well as give us the capability to extend our mapping, if requested, Idown the outfall line to the west. Since it is extremely difficult to fly any project exactly as planned, it btain some additional elevations other than will probably be necessary to o those shown on the enclosed Exhibit. It is our understanding that all ground control andsurveys necessary to complete this project will be performed by y personnel. nd a closed horizontal net to second order standards and closed vertical levels run to all vertical control points. three flight lines covering the lands Aerial Photograph: We will fly north of I-405. One line will be flown at a photo scale of 1" = 600' and the other two lines will be flown at a photo scale of 1" = 300' . A total of twenty-one exposures will be required to cover ersc e project of ill . = l area. In addition, a higher pin point will be taken at a photo to cover the entire project area in one photo. Aerial Triangulation: We will use our first order Santoni III-D/Data Tech- nology C.P.S . system to do our aerial trinangulation. The 1 = 600 p graphy will be used to extend horizontal control to each store model of This 1" = 300' photography will the lower Ill = 300' photograph Y- all mapping and ortho photo production. sequently be used to perform Ortho Photo Base Maps: All ortho photos will be scanned on our SFOM Ortho- photorestituter at a scale yielding maximum resolution. These ortho photo negatives will then be enlarged on our Robertson Log Etronic process camera to the final positive half tone mylar at a scale of 1" = 50' . This product will be set within your standard title block. Grid ticks willletteringbe inked on these manuscripts and labeled on two side . No additional names are considered a part of this proposal. t WALKER & ASSOCIATES, INC. 62-64 STANLEY AVENUE SOUTH P 0 BOX C•81430 SEATTLE. WASHINGTON 98108 C-3 .tones h tissociaLrS, LLI lam. o As indicated on Exhibit A, it will take eight ortho photo maps to cover the current mapping area, and if you desire to proceed to the west in the future, three additional sheets will be required at that time. It should be noted that the ortho photo layout as shown is an intricate part of our overall plan, and if changed, will increase the project fees over those shown on the fee schedule. Contour Overlay: We will generate one foot contour overlays within the mapping area shown on Exhibit A for the eight ortho photos covering the current mapping area. These manuscripts .will be prepared on our Santoni III - D Stereo Plotters to A.S.P. National Map Accuracy Standards. These overlays will be prepared on double matte mylar and the finished product will be a neat instrument manuscript. This product can be registered to the ortho photo base maps through the grids. Digital Output: We will generate computer cards on a fifty foot station basis within the mapping boundard area as indicated on Exhibit A. These 1 ' rcross sections will be taken in such a manner to pick up breaks along the cross sections. It is our understanding that you want us to digitize over the top of building-' to that they will appear in the data. Since our floppy disk system is not compatible to yours, and we are now using cross section data punched on cards, we should discuss how we can incor- porate building corner data in order to yield a better model depicting ground truth. ITEMS TO BE DELIVERED r1.) One complete set of aerial photographic contact prints 2.) One mylar half tone of project area set in your company title block iI 3.) Ortho photo half tone mylars at 1" = SO' (eight) 4.) Eight contour overlays f S.) Computer cards for digital data i TIME SCHEDULE Once we have taken the aerial photography, and all the ground control has been obtained from your office, we anticipate this project to take three and one half weeks to four weeks to complete. WALKER & ASSOCIATES, INC. \ 6264 STANLEY AVENUE SOUTH \, P. 0 BOX C•81430 SEATTLE, WASHINGTON 98108 i Appendix D - Drainage System Mapping The Renton Village drainage system was located vertically and horizontally. The pipe sizes at each entrance pipe, outlet pipe, inlet and catch basin were learned by field inspection. Pipe inverts and rim elevations of inlets or catch basins were recorded by level survey. Hori- zontal location was determined on the precise aerial mapping or instrument survey where necessary. The locations of drainage structures and pipe sizes were made into an overlay of the eight map sheets and can be printed as a part of these maps. The Drainage Analysis Summary Plan includes a 1" = 50' photo map of Renton Village (Basin 5) which shows the drainage system in plan. This drawing also includes a tabulation of inlet-outlet pipe sizes and invert elevations. This information is listed o n pages D-2 through D-11 . IIi f � Is 5 i !I I i I .' 4 D 1 ",; NUMBER RIM SIZE/TYPE DIRECTION INVERT ELEVATION OF PIPE ELEVATION CB 1 22.48 8" conc North 19.78 CB 2 23.75 8" conc North 21 .02 CB 2A 24.50 4" PVC East 23.66 CB 3 23.53 6" conc North 20.78 6" conc East 20.82 8" conc South 20.62 CB 4 23.58 8" conc North 20.10 12" conc East 19.81 CB 4A 22.98 22" conc West 13.6 26" conc East 13.7 CB 5 22.86 6" conc West 21 .37 6" conc South 21 .32 CB 6 23. 13 12" conc North 17 .05 6" conc West 19.32 12" conc South 17.06 NCB 7 23.28 12" conc North 17.03 8" conc East 19.33 12" conc South 16.98 CB 8 22.66 8" conc West 20.63 CB V9 23.45 8" conc East 21 .36 CB 9 22.03 8" conc North 20.63 CB 10 22.09 12" conc North 17.51 12" conc South 17.51 CB 11 22/54 8" conc North 17.76 8" conc East 17.81 CB 12 22.48 8" conc South 19.50 CB 13 22.01 6" steel South 21 .05 CB 14 22.36 8" conc Northwest 17.99 12" conc Northeast 17.78 8" conc East 18. 19 12" conc South 17.73 CB 15 21 .90 12" conc North 19.05 CB 16 23.30 12" conc North 17.55 12" conc Southeast 17.57 12" conc Southwest 17.44 D2 . ' NUMBER RIM SIZE/TYPE DIRECTION INVERT ELEVATION OF PIPE ELEVATION CB 17 22.49 4" conc Northeast 20.61 8" conc Southeast 20.69 8" conc West 20.63 CB 18 22.67 8" conc North 20.95 CB 19 24.16 12" CMP East 19.95 CB 20 24.59 8" CMP Southeast 23.49 CB 21 22.94 8" conc East 20.36 CB 22 23.20 8" CMP North 20.94 2" steel North 20.75 8" conc South 20.34 CB V23 23.41 12" conc West 18.96 22" conc Southeast 15.15 12" conc Northeast 15.76 CB 23 22.94 12" conc East 18.64 8" conc Southwest 18.98 8" conc West 18.98 CB 24 23.53 8" conc North 21 .52 8" conc South 21 .46 CB 25 23.59 8" conc North 20.45 12" conc North 18.01 12" conc South 17.88 8" conc South 20.35 12" conc West 18.01 CB 26 22. 11 12" conc North 18.05 18" conc East 17.58 24" conc South 17.02 12" CMP West 19.45 8" conc Southwest 18.44 CB 27 23.78 12" conc North 18.50 15" conc East 18.56 6" conc South 20.50 18" conc West 18.20 CB 28 23.51 10" conc North 18.43 12" conc South 18.44 CB 29 23.93 8" conc North 19.07 10" conc South 19.65 CB 30 23.58 6" conc North 20.37 8" conc South 20.10 CB 30A 23.36--new 8" PVC Northeast 21.07 will be raised 8" PVC Northwest 19.97 8" PVC South 20.00 D3 `NUMBER RIM SIZE/TYPE DIRECTION INVERT ELEVATION OF PIPE ELEVATION CB 30B 23.01--new 8" PVC West 21 .09 will be raised 8" PVC South 21 .17 CB 30C 23.33--new 8" PVC East 22.02 will be raised CB 31 22.62 10" DI North 20.98 8" conc East 20.83 10" conc South 20.81 3" PVC West 21 .45 , I CB 32 22.66 8" conc West 21 .00 CB 33 22.12 8" conc West 20.57 CB 34 22.20 10" conc North 20.42 8" conc East 20.43 10" conc South 20.42 CB 35 22.47 10" conc North 20.09 8" conc East 20.11 12" conc South 20.03 CB 36 22.45 8" conc West 20.99 CB 37 22.96 8" conc West 21 .30 CB 38 22.81 12" conc NortEarth 20.26 8" conc 33 12" conc South 20.22 23.88 12" conc North 19.75 CB 39 12" conc East 19.68 15" conc West 19.40 CB 40 23.80 12" conc West 20.45 12" conc East 20.43 CB 41 24.24 12" conc North 21 .77 4" conc East 21 .93 4" conc South 21 .93 12" conc West 21 .70 r CB 42 24.20 12" conc North 21 .60 6" conc Eat 21 .77 12" conc South 21 .64 CB 43 24.08 10" conc North 21 .84 4" conc East 21 .69 12" conc South 21 .76 CB 44 23.60 8" conc North 21 .59 10" conc South 21 .59 if6" conc East 21 .72 it D4 . NUMBER RIM SIZE/TYPE DIRECTION INVERT ELEVATION OF PIPE ELEVATION CB 45 23.64 4" conc Southeast 22.22 8" conc South 22.26 CB 46 24.00 15" conc North 19.43 15" conc East 19.41 CB 47 24.22 15" conc South 19.00 15" conc West 19.10 CB 48 23.94 18" CMP North 18.34 6" CMP Northeast 20.29 18" CMP South 18.36 CB X 23.96 18" CMP North 18.92 18" CMP South 19.03 4" PVC East 21 .07 CB 48A 24.32 6" the West 22.12 6" conc East 22.06 CB 49 23.60 6" conc East 21 .17 6" DI West 21 .18 CB 50 25.02 4" conc North 23.71 6" DI East 22.17 4" conc West 22. 16 CB 51 24.18 4" conc West 23.02 8" conc South 22.52 CB 52 30.39 12" CMP West 28.30 CB 53 27.95 12" CMP East 25.86 12" CMP West 25.80 2.5" PVC North 26.60 CB 54 24.84 6" CMP East 23.18 12" CMP South 23.30 CB 55 23.41 12" CMP South 21 .90 CB 56 22.88 12" CMP South 20.80 CB 57 22.88 48" CMP South 15 .02 48" CMP Northeast 15.57 CB 58 21 .38 6 conc North 20.65 CB 59 21 .45 6" PVC North 20.25 6" conc East 20.28 6" conc South 20.44 D5 INVERT NUMBER RIM SIZE/TYPE DIRECTION ELEVATION ELEVATION OF PIPE CB 60 21 .89 12" conc West 20.08 6" conc South 20.44 CB 61 23.98 8" conc North 8" conc South 18.80 CB 62 24.00 4" conc Northwest 22.15 ' 4" conc North 22.08 I 4" conc Northeast 21.53 8" conc South 19.94 ' CB 63 21 .33 12" conc Northwest 19.35 6" PVC South 19.61 12" conc Southeast 19.35 r CB 64 21 . 18 12" conc West 19.51 12" conc East 19.57 1 CB 65 22.23 12" conc West 19.67 12" conc East 19.71 rCB 66 22.81 8" conc Southeast 18.36 CB 67 22.83 8" conc Southwest 19.08 i I CB 68 23.45 12" conc East 20.64 12" conc West 20.50 CB 69 24. 15 12" conc East 21 .29 CB 70 19.86 24" conc Northwest 13.95 8" conc North 16.12 24" conc East 13.88 CB 71 20.30 24" conc North 13.95 I, 24" conc South 14.00 CB 72 21 .50 12" conc South 17.10 CB 73 20.73 26" conc Northwest 13.00 24" conc Southeast 13.80 12" conc East 16.83 CB 74 27.45 12" conc Northwest 25.41 CB 74A 28.01 42" CMP North & South 21 .31 12" East 25.53 12" conc West 26.20 CB 75 36.02 12" the West 33.75 CB 76 29.10 6" conc West 26.47 12" conc Northeast 25.98 D6 , i ' NUMBER RIM SIZE/TYPE DIRECTION INVERT ELEVATION OF PIPE ELEVATION CB 77 29.30 15" conc North 25.62 8" CMP East 26.80 12" conc South 25.9 6" conc Southwest 26.00 12" conc West 25.80 CB 78 28.24 15" conc West 23.74 15" conc South 23.84 CB 79 28. 11 15" conc North 23.45 15" conc East 23.51 6" conc West 25.76 CB 80 28.70 12" CMP Southwest 24.75 CB 81 30.40 10" conc West 27.10 6" conc East 27.37 CB 82 29.44 12" PVC East 26.03 12" PVC South 25.91 6" conc West 26.46 CB 83 27.83 12" PVC Northwest 24.93 6" conc East 25.37 CB 84 27.96 8" conc North 26.01 CB 85 28.92 10" conc Northwest 26.73 CB 118 27.08 8" conc Southeast 24.51 CB 119 25.44 811 conc Southwest 22.23 CB 120 24.87 8" conc Northeast 21 .23 12" conc Southwest 21 .20 CB 121 24.35 12" conc . East 20. 18 12" conc South 20.09 8" conc West 20.22 CB 122 22.78 12" conc West 19.97 CB 123 22.66 12" conc Northeast 19.79 12" conc West 19.62 CB 124 22.70 10" DI Southeast 20.88 CB 125 22.52 flooded CB 126 21 .95 12" conc Southwest 18.45 12" conc Northeast 18 .63 CB 127 22.26 12" conc East 19.05 28 23 CB 1 .9 6" conc North 20.01 6" conc West 19.99 D7 NLIMBER RIM SIZE/TYPE DIRECTION INVERT ELEVATION OF PIPE ELEVATION CB 129 23.75 12" conc West 19.29 12" conc South 19.12 8" conc East 19.22 8" conc North 20.76 CB 130 23.94 8" conc North 20.58 I 8" conc West 20.24 12" conc East 20.18 CB 131 23.82 8" conc West 21 .48 8" conc North 21 .88 6" conc Northwest 21 .80 CB 132 23.63 6" conc South 22.44 CB 133 24.14 full of mud CB 134 20.76 6" conc East 18.41 CB 138 23.48 full of mud CB 139 22.88 12" conc South 18.78 12" conc North 18.83 CB 140 23.72 10" conc North 19.40 12" conc South 19.40 CB 141 23.74 12" conc South 20.45 CB 142 23.12 6" steel East 21.06 CB 142A 21 .54 12" conc North 18.58 12" conc South 18.52 CB 142E 21 .46 12" conc North 19.38 12" conc South 19.36 8" CMP West 18 .96 CB 142C 21 .54 6" conc North 19.75 12" conc South 19.75 8" CMP Northwest 20.24 CB 142D 20.62 12" conc Northwest 17.94 12" conc Southeast 17.92 8" CMP Southwest 19.11 D8 NUMBER RIM SIZE/TYPE DIRECTION INVERT ELEVATION OF PIPE ELEVATION SDMH 8 24.51 6" conc Northeast 20.07 27" conc Northeast 17.34 27" conc Southwest 17.37 SDMH 10 24.80 30" conc East 15 .70 j 27" conc Northwest 15.70 SDMH 11 25.20 12" conc Northwest 19.70 f! ' 12" conc Southwest 19.28 15" CMP Southeast 19.60 r 15" CMP Northeat 19.50 SDMH 12 23.83 24" conc North 15 .78 24" conc East 15.78 SDMH 13 flooded SDMH 14 flooded SDMH 15 22.73 24" conc Southwest 18. 13 ' 24" CMP Northeast 16.63 12" conc North 16.93 SDMH V18 36.39 12" DI North 30.33 6" conc East 32.98 6" DI South 30.91 I` SDMH 20 18" conc Northwest 48" conc East 13.08 48" conc South i SDMH X 25.06 12" conc North 16.76 30" conc West 16.66 30" conc East 16.81 I i ,i D10 NUMBER RIM SIZE/TYPE DIRECTION INVERT ELEVATION OF PIPE ELEVATION CULVERT INLETS AND OUTLETS 48" conc West 14.73 C 2 24" conc Northwest 14.30 C 3 48" CMP East 15.38 C 4 48" CMP West 16.57 C 5 12" CMP (North outfall 18 .38 from CB 56) C 6 48" CMP (North toward 16.32 CB 57) C 7 24" conc North 15.70 C 8 18" CMP North 18.48 C 9 12" conc West 21 .00 C 10 42" conc (Southwest 18.00 towards CB 57) C 10A 24" CMP West 18.07 C 11 30" conc East 17.23 C 12 48" conc 11 .92 D11 Appendix E - Flood Hydrograph of Existing Conditions This HEC-1 Flood Hydrograph Package computer printout was included as it represents the conditions of pipe systems that now exist. It has considerably more sheets. than the other runs included in the appendix as the details of the intermediate steps are included. The input data is listed on pages E-2 to E-5. Reading these pages without knowledge of programer language can still provide a picture of what is to occur. The LINE designation is consistent throughout the printout. The basin hydrographs inputted are those shown in Appendix B. The program routine begins on E-5 and runs through E-40. On E-7 a hydrograph tabulation begins for Storage Routing at Talbot Road for Basins 1 and 4. The time, cubic feet per second, outflow (discharge rate) , acre feet of storage, and stage (water surface elevation) are shown. This par- ticular tabulation is for the 100 year storm precipitation ratio of 1 .00. The tabulation of the additional hydrographs at Talbot for the other storm intervals are: 50 year ratio 0.90 E-9 25 year ratio 0.88 E-10 10 year ratio 0.75 E-12 5 year ratio 0.73 E-14 2 year ratio 0.50 E-15 A summary of the significant outflow, storage, and stage are given at the end of each tabulation. The program could have been set to make a plot of these hydrographs. The program routine continues to E-19 where a hydrograph tabulation begins for Storage Routing at the substation for Basins 1 , 2 and 4. The location of the tabulation for storm interval ratios are: 100 ,year ratio 1 .00 E-19 50 year ratio 0.90 E-20 25 year ratio 0.88 E-22 10 year ratio 0.75 E-24 5 year ratio 0.73 E-25 2 year ratio 0.50 E-27 On E-28 the program routine continues to E-30 where a hydrograph tabula- tion begins for Storage Routing at the 48" cloverleaf outlet pipe for Basins 1 , 2, 3, 4 and 5. Tabulations are made for each of the storm in- terval ratios through E-40. The Peak Flow and Stage Summary for the program begins on E-40. The Sum- mary of Dam Overtopping/Breach Analysis begins on E-41 for each storage routing. Until you realize the the title for each location is printed so that it appears to be a part of the above section, it is hard to identify the overtopping location. The information on E-40 through E-42 is the in- formation needed for each of the rated storms. The summary of this analy- sis can readily be compared with other typical runs in the Flooding by Overtopping summary table of Section III of the report. El ENTER LAST LINE# FLOOD HYDROGRAPH PACKAGE- (HEC-1) t t U.S. ARMY CORPS Or ENGINEFRS t FEBRUARY 1981 t ,.��Y t THE HYDROLOGIC ENGINEERING CENTER t t REVISED 01 JUN 81 t � �6~ t 609 SECOND STRFET t 5 i t Sv G t DAVISr CALIFORNIA 95616 t RUN DATE 81/09/08. TIME 18.24.42. t fA U VT IL�� A ((`� t (916) 440-3285 OR (FTS) 448-3?BS t t t it t t "ttttt#ttttt#tttttttttt#tt#ttt#tt#tttt#t Qf��s�° Du��T Spin #ttt##ttt##�ttttt#t###tt#ttttttttttt#tt � X X XXXXXXX XXXXX X X X X x x XX X X X X X xxxxxxx xxxx x xxxxx x X X X X X X X X X X X X X Y.xxxxxx Xxm XXX HEC-1 INPUT PAGE 1 LINE IIi.......1.......2.......3.......4.......5.......6.......7.......8.......9......14 �t FREE ttt 1 F;ID RENTON VILLAGEo"BASINS 1 TIRU.V 2 ID MULTIPLE.PRECIPITATIO!4.RAT ICS.:., .. 3 100v .50y 25r 10!,.•5_AN'J_2:TEAR.RETURy,INTERVAL$_A 4 ID WET ANTECEDENT CONDITIONS 5 ID BASINS 1 AND 4 COMBINED AT TALBOT 6 ID BASINS 1, 2 AND 4 COMBINED AT JUNCTION 7 ID BASINS 1-5 COMBINED AT OUTLET 5 ID LOW LEVEL OUTLET SIMULATED AT CLOVERLEAF 9 ID STORAGE ROUTING AT TALBOTt PUGET DRIVE+ SUISTATION AND OUTLET 10 ID COMPUTATION TIME = 30 HOURSr COMPUTATION INTERVAL = 10 MINUTES 11 IT 10 2AUG81 0000 0 14AUGSI D600 12 IO 0 2 13 JR PREC 1.0 .90 .875 .75 .c25 .50 14 PG GAGE 4.0 15 IN 60 13AUGSI 0000 -1 0205 0245 .0245 .031 .035 .0592 .261 16 . PI .017.,` .0175 .4: `0, 17 PI .109 .058 .045 .04 .0315 .0315 .024 .024 .024 .024 IS PI .0185 .0185 .0185 .0185 19 KK BASINI 20 KM BASIN #1 INFLOW HYDROGRAPH 21 KO 5 1 22 BA .64 23 PR GAGE 2S PW 1.40 25 Lee 0 95 0 20 UD 1.12 2^ KN; BASI��S KM BASIN t4 INFLOW N.Y"F:nGRAPH ?^ KO 5 1 ' i si FK UAUt 32 Pw 1.00 33 LS 0 96 0 34 UD .32 35 KK 1+4 36 KM BASINS #1 AND #4 COMBINED HYDROGRAPH 37 KO 5 1 38 HC 39 KK TALBOT 40 KM COMBINED HYDROGRAPH ROUTED THRU TALBOT M4D 41 KO 1 1 42 RS 1 STOR 0.0 43 SV 0 .23 .75 1.44 2.43 4.44 9.02 44 SE 24 25 26 27 28 A. 30 45 SS 28.7 46 SL 26 12.6 .6 .5 47 ST 28.7 785 2.63 1.5 48 Sw 0 340 785 49 SE 28.7 A. 30 HEM INPUT PAGE 2 LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10 50 Kr BASIN! 51 KM BASIN #2 INFLOW! HYDROGRAPH 52 KO 5 2 53 BA .30 54 PR GAGE 55 Pw 1.00 56 LS 0 96 0 57 UI► .94 58 KK PUGTDR 59 KM BASIN #! ROUTED THRU PIPE SYSTEM AT PUSET DRIVE 64 KO 5 1 61 RS 1 STOR 0.0 62 SV 0 .023 .18 .39 .65 ?.45 5.17 11.48 38.8 63 SO 4 10 32 50 63 88 92 97 100 64 SE 58.5 60 61.5 63.5 66 71 76 81 S5 65 KK 1+2+4 66 KM BASINS li 2 AND 4 COMBINED AT JUNCTION 67 KO 5 1 A HC 69 KK SUBSTA 70 KM BASINS 1, 2 AND 4 ROUTED THRU SUBSTATION POND 71 KO 1 1 72 RS 1 STOR 0.0 73 sv 0 .013 .052 .183 .6112 1.83 4.43 74 SE 20 21 22 !3 24 15 26 75 SS 24.1 76 SL 20.2 8 .4 .5 77 ST 24.1 735 2.0 1.5 78 SW 0 480 735 7� SE 24.1 25 26 ° EK BASIN3 82 KO 5 1 83 BA .09 84 PR GAGE f 85 PW 1.00 86 LS - 0 91 0 S7 UD .26 ss KK 1234 " J 89 KM COMBINED HYDRO GRAPH# BASINS 1-4 I 90 KO 5 1 91 HC I M ! 92 KK BASINS I 93 KM BASIN #5 INFLOW HYDROGRAPH 94 KO 5 1 95 BA .09 96 PR GAGE 97 PW 1.00 HEC-1 INPUT PAGE s ' LINE IU,......1.......2.......3......,4.......5.......6.......7.......8,......9....,.10 98 LS 0 99 0 99 UD .64 100 KK 12345 101 KM COMBINED HYDROGRAPHp BASINS 1-5 102 KO 5 1 103 HC 104 KK OUTLET 105 KM BASINS 1-5 ROUTED THRU OUTLET 106 KO 1 1 107 Rs 1 STOR 0.0 108 SV 0 .003 .012 .053 .136 ,299 .744 2,031 6.857 1-1,704 1010 SV 50 100 150 110 Sr 15 16 17 18 19 20 21 22 23 24 111 SE 25 26 27 112 SL 17 12,6 .374 .5 113 SS 23.9 114 ST 23.9 345 2.63 1.5 y 115 ZZ y y # # # 'FLOOD'HYDROSRAPH PACKAGE (HEC-1) # # U.S. ARMY CORPS OF ENGINEERS # # FEBRUARY 1981 # # THE HYDROLOGIC ENGINEERING CENTER # REVISED 01 JUN 81 # # 609 SECOND STREET # # # DAVISt CRLIFOR`;IA 95616 # RUN DATE 81/09/08. TIME 18.20.42. # # (916) 440-3285 OR (FTS) 448-3285 # # # # # RENiON VILLAGEP BASINS 1 THRU 5 MULTIPLE PRECIPITATION RATIOS 100i 50r 251 101 5 AND 2 YEAR RETURN INTERVALS VET All�TECEIiENT CONDITIONS 257y BA51R5 1 HtiU 9 t,unairi�u ni n�pu. , BASINS 1+ 2 AND 4 COMBINED AT JUNCTION BASINS 1-5 COMBINED AT OUTLET - LOW LEVEL OUTLET SIMULATED AT CLOVERLEAF ` STORAGE ROUTING AT TALBOT, PUGET DRIVEr SUBSTATION AND OUTLET COMPUTATION TIME = 30 HOURS, COMPUTATION INTERVAL = 10 MINUTES 12 IO OUTPUT CONTROL VARIABLES IPINT 0 PRINT 'CONTROL IPLOT 2 PLOT CONTROL OSCAL 0, HYDROGRAPH PLOT SCALE DMSG YES PRINT DIAGNOSTIC MESSAGES 15 IN TIME DATA FOR INPUT TIME SERIES JXMIN 60 TIME INTERVAL IN MINUTES I' JXDATE 13AUBBI STARTING DATE JXTIME 0 STARTING TIME IT HYDROGRAPH TIME DATA NMIN 10 MINUTES IN COMPUTATION INTERVAL IDATE 13AUG81 STARTING DATE ITIME 0000 STARTING TIME NO 181 NUMBER OF HYDROGRAPH ORDINATES NDDATE 14AUG81 ENDING DATE NDTIME 0600 ENDING TIME ` COMPUTATION INTERVAL .17 HOURS TOTAL TIME BASE 30.00 HOURS I ENGLISH UNITS DRAINAGE AREA SQUARE MILES n PRECIPITATION DEPTH INCHES LENG'H, ELEVATION FEET I FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE—FEET SURFACE AREA ACRES TE"PERATURE DEGREES FAHRENHEIT I JF MULTI—PLAN OPTION I NFL AN 1 NUMBER OF PLANS JR MULTI—RATIO OPTION I PATIOS OF PRECIPITATION 1.00 .90 .88 .75 .63 .50 19 KK # BASINI r. BASIN #1 INFLO'U HYDROGR;APH OUTPUT CONTROL VARIABLES IPP.NT ` FRINT CONTROL IPLOT 1 R'LOT CONTROL C. HYDROS6;APH PLOT SCALE E-5- X XXM. ## .tXX Xx# xXt xtx Xtt t#X tXt XXt ttt xXX ttt ttx ttt to ttt ttt ttt ttt ttt ttt ut ttt txt nt tit ttt ttt ttt to ttt #ttttt#tttttxx t t �'7 KE # BASIN4 t` t t X##XX#X#XXXXtt BASIN #4 INFLOU HYDROGRAPH KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT I PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE xt# ##X tt# Xtt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt t## xxx ttt ttt m t" ttt ttt tit ttt ttt ttt ttt tttttttttttttt X t 35 KK t 1+4 x t. t BASINS #1 AND #4 COMBINED HYDROGRAPH OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 1 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE t .t. titt ttt ttt #tt ttt ttt ttt t## ttt ttt ttt ttt 0* ttl ttt ttt ttt #Xt tt# Xtt #$t tt# ttX #tt Xt# tX# ttX tYt #:t ttt xtX ttx X####t###X##tX t t 39 Kr t TALBOT t t t COMBINED HYDROGRAPH' ROUTED THRU TALBOT POND 41 h,O . OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IF'LQ? 1 PLO? CONTROL FlYtIROPef,ou PLOT SPA'E HYI'ROGRAPH ROUTING I'ATA q? F;2 STQF;AGE ROUTING NSTPC 1 NUMFER OF SUBREACHES I?YP STOR TYPE OF INITIAL CONDITION F;S')RIC C.00 INITIAL CONDITION Y, 0,00 UnO,vING R AND D COEFFICIENT STORAGE 0.0 .2 .B 1.4 2•4 4•4 °10 �^l qq SE ELEVATION 24.00 25.00 26.00 27.00 28.00 29.;00 30.00 �46 SL - LOW-LEVEL OUTLET ELEVL 26.00 ELEVATION AT CENTER OF OUTLET CAREA 12.60 CROSS-SECTIONAL AREA COOL .60 COEFFICIENT EXPL .50 EXPONENT OF HEAD 045 SS SPILLWAY CREL 28.70 SPILLWAY CREST ELEVATION SPWID 0.00 SPILLWAY WIDTH COQW 0.00 WEIR COEFFICIENT EXPW 1.50 EXPONENT OF HEAD i �47 ST TOP OF DAM TOPEL 28.70 ELEVATION AT 70P OF DAM DAKWID 785.00 DAM WIDTH COQD 2.63 WEIR COEFFICIENT EXPD 1.50 EXPONENT OF HEAD SW DAM WIDTH 0.00 340.00 ' 725.00 ' SE ELEVATION 28.70 29.00 30.00 ttt COMPUTED RATING CURVE ELEVATION 24.00 26.00 27.78 27.88 27.99 28.11 28.24 2S.38 28.53 28.70 0. OUTFLOW 0.00 0.00 81.00 83.22 85.57 88.06 90.69 93.49 96.46 99.63 COMPUTED STORAGE-OUTFLOW CURVE 2.22 2.32 2.42 2.65 2.91 3.19 3.50 3.84 STORAGE 0.00 .75 OUTFLOW 0.00 0.00 81.00 83.22 85.57 8S.06 90.69 93.49 96.46 99.0 ��#�#t####tRit########tt###########tt+#t#ttt'Ft#####t##:}�#tt#ttt###t##44#ttt#Y�?t#T�#t#t#}tftF##t4f�#�?##��i4.R•t�ft ttt##t�#####t#t#t HYDROGRAPH AT STATION TALFOT FLAN If RATIO = 1.00 ####r+.tt##tt#ttt:�tttt#tttt#ttttttttttt##S:tttt#ttt####t#t##t##tttt#t#tt#tt#tYtEttXL#####E##XF#####xtt###t#ttt##ttttttt#tE#tt#tEttt# t t A "O14 HRMN ORD OUTFLOW STORAGE STAGE t DA NON HRMN ORD OUTFLOW STORAGE STAGE t DA MON HRKN ORD OUTFLOW STC-RAGE STAGE t t 13 AUC 0000 1 0. 0.0 24.0 t 13 AUG 1010 62 224, 4.8 1-9.1 t 13 AUG 2020 1-13 43, 1.1 26.5 03 AUG 0010 2 0. 0.0 24.0 t 13 AUG 1020 63 251. 5.0 2?.1 t 13 AUG 2030 124 42. 1.1 26.5 3 AUG 0020 3 0. 0.0 24.0 t 13 AUG 1030 64 271. 5.1 29.1 t 13 AUG 2040 125 42. 1.1 26.5 13 AUG 0030 4 0. 0.0 24.0 t 13 AUG 1040 65 284. 5.1 29.1 # 13 AUG 2030 126 41. 1.1 26.5 3 AUG C040 5 0. 0.0 24.0 t 13 AUG 1050 66 289. 5.1 29.2 t 13 AUG 2100 127 40. 1.1 26.4 3 AUG 0050 6 0. 0.0 24.0 # 13 AUG 1100 67 286. 5.1 29.2 t 13 AUG 2110 128 3?• 1.0 26.4 AUG 0100 7 0. 0.0 24.0 t 13 AUG 1110 68 277. 5.1 29.1 t 13 AUG 2120 129 3S. 1.0 26.4 AUG Clio 8 0. 0.0 24.0 t 13 AUG 1120 b9 262. 5.0 29.1 # 13 AUG 2130 130 37• 1.0 26.4 7 r. r.120 o 0. .0 24.0 t 13 AUG 1130 70 245, 4.9 29.1 t 13 AUG 2140 131 3b. 1.0 6. i3 AUG G130 10 0. .0 24.0 t 13 AUG 1140 71 228, 4.8 29.1 # 13 AUG 2150 132 3b. 1.0 2b.3 13 A'J3 0140 11 0. .0 14.0 t 13 AUG 1150 72 211. 4.7 29.1 t 13 AUG 2200 133 1.0 26.3 7 13 AUG 0150 12 0, .0 14.0 T 13 RUG 1A:UV /J lYJ. 4.0 LY.V 4 14 HUU LL1V 104 JJ. l.V L0.0 13 AUG 0200 13 0. . .0 24.0 t 13 AUG 1210 74 181, 4.5 29,0 t 13 AUG 2220 135 34. 1.0 26.3 3 AUG 0210 14 0. .0 24.1 t 13 AUG 1220 75 166. 4.4 29.0 t 13 AUG 2230 136 34, 1.0 26.3 3 AUG 0220 15 0. .0 24.1 t 13 AUG 1230 76 1500 4,4 29.0 t 13 AUG 2240 137 34. 1.0 26.3 13 AUG 0230 16 0. .0 24.2 t 13 AUG 1240 77 140. 4.3 28.9 t 13 AUG 2250 138 34. 1.0 26.3 0 1 AUG 0240 17 0. .1 24.3 t 13 AUG 1250 78 130. 4.3 28.9 t 13 AUG 2300 139 34. 1.0 26.3 . AUG 0250 18 0. ,1 24.4 t 13 AUG 1300 79 122. 4.2 28.9 t 13 AUG 2310 140 33. 1.0 26,3 13 AUG 0300 19 0. .1 24.6 t 13 AUG 1310 80 115. 4.2 29.9 t 13 AUG 2320 141 33. 1.0 26.3 3 AUG 0310 20 0. .2 24.8 t',13 AUG 1320 81 109. 4.1 28.8 t 13 AUG 2330 142 33. 1.0 26.3 Po3 AUG 0320 21 0. .3 25.1 t'13 AUG 1330 82 105. 4,0 28.8 t 13 AUG 2340 143 33. 1.0 26.3 n AUG 0330 22 0. .3 25.2 t 13 AUG 1340 83 101. 3,9 28.7 t 13 AUG 2350 144 33. 1.0 26.3 13 AUG 0340 23 0. .4 25.4 t 13 AUG 1350 84 100. 3.8 28.7 t 14 AUG 0000 145 33. 1.0 26.3 103 AUG 0350 24 0. .6 25.6 t 13 AUG 1400 85 98. 3.7 28.6 t 14 AUG 0010 146 33. 1,0 26.3 3 AUG 0400 25 0, .7 25.9 t 13 AUG 1410 86 97, 3.5 28.5 t 14 AUG 0020 147 32. .9 26.3 13 AUG 0410 26 10. .8 26.0 t 13 AUG 1420 87 95. 3.3 28,4 t 14 AUG 0030 148 31, .9 26,3 03 AUG 0420 27 12. .8 26.0 t 13 AUG 1430 88 93. 3.1 28.3 t 14 AUG 0040 149 29. .9 26.2 3 AUG 0430 28 13. .8 26.0 t 13 AUG 1440 89 91. 2.9 28.2 t 14 AUG 0050 150 26. .9 26,2 13 AUG 0440 29 14. .8 26,1 t 13 AUG 1450 90 88, 2.7 28.1 t 14 AUG 0100 151 23. .9 26.1 03 AUG 0450 30 16. .8 26.1 t 13 AUG 1500 91 86. 2.5 28.0 t 14 AUG 0110 152 20. .8 26.1 3 AUG 0500 31 17, .8 26.1 t 13 AUG 1510 92 82. 2,2 27.8 t 14 AUG 0120 153 17. .8 26.1 13 AUG 0510 32 18. .8 26.1 t 13 AUG 1520 93 77. 2.1 27.6 t 14 AUG 0130 154 13. ,8 26.0 '3 AUG 0520 33 19, .8 26.1 t 13 AUG 1530 94 73. 1.9 27.5 t 14 AUG 0140 155 11. .8 26,0 113 AUG 0530 34 20. .8 26.1 t 13 AUG 1540 95 70. 1.8 27.3 t 14 AU"u 0150 156 8, .8 26.0 13 AUG 0540 35 21. .8 26.1 t 13 AUG 1550 96 67. 1.7 27.2 t 14 AUG 0200 157 7. .£ 26,0 13 AUG 0550 36 22. .8 26.1 t 13 AUG 1600 97 65. 1.6 27.1 t 14 AUG 0210 158 5. .8 26.0 103 AUG 0600 37 23, .9 26.1 t 13 AUG 1610 48 631 1.5 27.1 t 14 AUG 0220 159 4. .8 26.0 3 AUG 0610 38 24. .9 26.2 t 13 AUG 1620 99 61. 1.5 27.0 t 14 AUG 0230 160 3. .8 26.0 13 AUG 0620 35 25, .9 26.2 t 13 AUG 1630 100 59, 1.4 27.0 t 14 AUG 0240 161 2. .8 26.0 113 AUG 0630 40 27, ,9 26.2 t 13 AUG 1640 101 57. 1.4 26.9 t 14 AUG 0250 162 3. .8 26.0 3 AUG 0640 41 28. .9 26.2 t 13 AUG 1650 102 56. 1.3 26.8 t 14 AUG 0300 163 11 .8 26.0 t3 AUG 0650 42 29. .9 26.2 t 13 AUG 1700 103 54. 1.3 26.8 # 14 AUG 0310 164 2, ,8 26.0 0; AUG 0700 43 30, .9 26.3 t 13 AUG 1710 104 53. 1.3 26.8 t 14 AUG 0320 165 0. .7 26.0 3 AUG 0710 44 32. .9 26.3 t 13 AUG 1720 105 51. 1.2 26.7 t 14 AUG 0330 166 2. .8 26.0 13 AUG 0720 45 33. 1.0 26.3 t 13 AUG 1730 106 50, 1,2 26.7 t 14 AUG 0340 167 0. .7 26.0 03 AUG 0730 46 35. 1.0 26.3 t 13 AUG 1740 107 49. 1,2 26.6 t 14 AUG 0350 168 0. .7 26.0 3 AUG 0740 47 37. 1.0 26.4 t: 13 AUG 1750 10£ 47. 1.2 26.6 t 14 AUG 0400 169 1. .8 26.0 3 AUG 0750 48 39. 1.0 26.4 t 13 AUG 1800 109 46, 1.2 26.6 t 14 AUG 0410 170 0. .7 26.0 13 AUG 0£00 4? 41. 1.1 26.5 t 13 AUG 1810 110 46. 1.1 26.6 t 14 AUG 0420 171 0. .7 26.0 03 AUG 0310 50 43. 1.1 26.5 t 13 AUG 1820 111 45. 1.1 26.5 t 14 AUG 0430 172 0. .7 26.0 3 AUG 0820 51 45. 1.1 26.6 t 13 AUG 1230 112 44. 1.1 26.5 t 14 AUG 0440 173 0. .7 26.0 13 AUG 0930 52 48. 1.2 26.6 t 13 AUG 1840 113 44. 1.1 26.5 t 14 AUG 0450 174 0. .7 26.0 3 AUG 0840 53 51. 1.2 26.7 t 13 AUG 1850 114 44. 1.1 26.5 t 14 AUG 0500 175 0. .8 26.0 3 AUG 0850 54 54. 1.3 26.8 t 13 AUG 1900 115 44, 1.1 26.5 t: 14 AUG 0510 176 0. .7 26.0 13 AUG 0900 55 58. 1.4 26.9 t 13 AUG 1910 116 43. 1.1 26.5 t 14 AUG 052: 177 0. .7 26.0 o3 AUG 0910 56 62. 1.5 27.0 t 13 AUG 1920 117 43. 1.1 26.5 t 14 A!!G 0530 178 0. .7 26.0 ,, „3 0920 .,1 69, 1.7 2 . 3 3. .1 2 .5 t 14 AUG 0540 179 0. .7 26.0 � �;�'" ? �• 73t13AUG1SO11E 4 1 6 o AUG 0730 52 78. 2.1 27.7 t 13 AUG 1940 119 43. 1.1 26.5 t 14 AUG OS50 180 0. .7 26.0 13 AUG 0940 59 88. 2.7 28.1 t 13 AUG 1950 120 43. 1.1 26.5 t 14 AUG 0600 181 0. .7 26.0 03 AUG 0950 60 91. 3.5 28.6 t 13 AUG 2000 121 43. 1.1 26.5 t 3 AUG i000 61 156. 4.4 29.0 # 13 AUG 2010 122 43. 1.1 26.5 # t t t:l�:t#.#.#t#t#�t#:k�'tX'1'.tttt##tttt#tt#t#t1#t#ttttt#ttt###tt###';ttttt#tt$#x#ttt##t#tttt#txt#tt#t#t####ttt#tt#t##.#tt#t:i:?tt:l#####tt####t# FEE' GUTFL%' 1S 289. AT TIME 10.82 HOURS 0 ' T ►'= MAXIMUM AVERAGE FLOU .A., rLO I,.r rr 6-HR 24-FR 7 2-HF: 30.co-K." (CFE' `' (CFS) r J.. . ..7J 1571 64. 521 JL. (AC-FT) 78. 128. l?8. 126. AVERAGE STORAGE MAXIMUM A 1AIN, ETOF�AGE LIME � i 6-HR 24-HR 7�- _HF J0.00-HR I „ 1AC-FT) (HR) I 5. 10.83 4. l rEAM STAGE TIME MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 30.00-Hfi (FEET) (HR) j 20.15 10.83 28.72 26.97 26.56 26.56 fl CUMULATIVE AREA = .70 SO MI I , I HYDROGRAFH AT STATION TALBOT j ' FLAN 19 RATIO = .90 r # # ' I DA MON HRMN ORD OUTFLOW' STORAGE STAGE 3 DA MON HRMN ORD OUTFLO:� STORAGE STAGE t DA MO) HRMN ORD OUTFLOU STORAGE STAGE # # 29.0 t 13 AUG 2020 123 1.0 26.4 3 AUG 0000 1 0. 0.0 24.0 # 13 AUG 1010 62 189. 4.6 38. ' ^ 7 ,� To n_ 3 AUG 0010 2 0. 0.0 24.0 # 13 AUG 1020 63 221. 4.8 A29.19 t 1J AUG -030 124 1.0 dw l3 AUG 0020 3 0. 0.0 24/0 t 13 AUG 1030 64 239. 4.9 29.1 t 13 AUG 2v40 125 37• 1.0 26. 3 AUG 0030 4 0. 0.0 24.0 # 13 AUG 1040 65 252• 5.0 29.1 # 13 A!G 2050 126 37. 1.0 26.4 3 AUG 0040 5 0. 0.0 24.0 # 13 AUG 1050 66 256. 5.0 29.1 t 13 AUG 2100 127 36. 1.0 2614 '3 AUG 0050 6 0. 0.0 24.0 # 13 AUG 1100 67 255. 5.0 29.1 t 13 AUG 2110 12S 35. 1.0 AUG 4100 7 0, 0.0 24.0 # 13 AUG 1110 68 246. 4.9 29.1 t 13 AUG 2120 129 34. 1.0 ?.6.3 it3 AUG 0110 8 0. 0.0 24.0 t 13 AUG 1120 69 234. 4.9 29.1 # 13 AUG 2130 130 33. 1.0 r613 1. AUG 2140 I'll 331 1.0 26.3 13 AUG 0120 9 0. .0 24.0 * 13 AUG 1130 70 .19. e..8 �9.1 # 1J 3 A'JS 0134 10 4. • 0 24.0 t 13 AUG 1140 71 1203. 4.7 29.1 t 13 AUG 2150 132 32. .9 26.3 3 A'.:G C140 11 0. .0 24.0 t 13 AUG 1150 72 189• 4.6 -19.0 t 13 AUG 2200 133 31. .? 26.3 1-1 0150 l2 0. .0 24.0 t 13 AUG 1200 73 175• 4.5 29.0 t 13 AUG 2210 134 31. .9 2613 i3 AU3 020,; 13 0. .0 24.0 t 13 AUG 1210 74 159. 4.4 29.0 t 13 AUG 2220 135 31. /9 26.3 3 AUIC 0210 14 0. .0 24.0 t 13 AUG 1220 75 146. 4.3 29.0 t 13 AUG 223G 13b 31. .9 26.3 . AJG 24U ,37 301 .9 26.3 3 AUG L30 76 . L 03; AUJ 0220 1. 01 10 24•1 t 1 i3 r1UG 023G 16 0. .0 24.1 t 13 AUG 1240 77 126. 4.2 28.9 t 19 AUG 2250 1.4 301 •9 )6.,) 93 Au5 0240 17 0. .0 24.2 t 13 AUG 12.,0 78 117/ 4.2 23.9 t 13 AUG 2300 139 30. .9 2612 � 70 AUG 0250 18 0• .1 24.3 t 13 AUG 1300 79 11G. 4.1 28.E t 13 AUG 2310 140 3G. .9 26.2 i 24.4 t 13 AUG 1310 80 105. 4.0 28.8 t 1.3 AL';, 2320 141 V. .9 26.2 iJ AUG 0J0n 19 0.� //�� 0/� 1 24.5 t 13 AUG 1320 81 101. 3.9 2°.7 � 13 AUG 2330 142 30. •? 26.2 3 Aww 'J 3l'J .0 �• z ^� ?9 3 8 2^ ' Alin 2340 143 ' ' 9 26 '' A!! 'Jv�.O L1 0. .r 24.7 t 13 AUG 1J30 Nr • • V1/ # 1J A\IV J J JV1 . .r 17 s 037p 22 0. .2 25/0 t 13 AUG 1340 83 98. 3.c 28.6 # 13 AUG 2�.;0 144 3+J. .S 26.2 J tivJ ./JJV 13 AUG :?40 ''3 0. .3 25.1 t 13 AUG 1350 84 ?6. 3.4 28.5 t 14 AUG 0000 145 3(. •? 26 - AUG t ,4 AUG 0010 146 9 21 M.3 AUG 0250. 24 0. •4 25.J t 11 UG 1400 0.J ?It 3.2 28• � . (� 4 kL� 0,,�0 147 ' 9 21.2 rrn V '.1� 0. •5 ''S.5 t 13 AUGt el ��. 3.0 2E.' IG 0' ?; 1 .3 A"n 0400 25 _ A!� 141r JV - ` 13 ABC �'410 26 4 .6 25.7 t 13 AUG 1420 87 °?. 2.8 2E.2 t 14 AUG 0030 14E 2?. .9 26.2 :3 r;U,` D420 27 0. .7 25.9 t 13 AUG 1430 S° 07. 2.5 2c.0 lY ALn 00;0 14? ��♦ 19 26.2 00 0' 7 27.? 1 14 AUG 0050 150 2's. .8 26.1 13 AU3 0430 2E 10. .E 26.0 t 13 AUG 1440 w, '3 r,' 'n4AA 19 11. •8 26.0 t 10 AUG 14,,0 90 7E• 2.1 27.7 t 14 AUC 0100 iJi Ib :6.1 ;;iii 04J0 30 17 .8 26.0 t 13 AUG 1500 91 74 ' 9AUG1 Iro) ., 27.5 t 14 AU �1 `� 1 0 AUG0 :2 0 2'1 3 r. 1; AU3 0120 153 1� .6 .'6/1 A-2 ru'.•I J1 i31 .E L61n t 13 U 1.,:0 70. 11V . .rr ^ F',n VJ,J 32 15. /8 r6.1 t 13 AUG IS20 ?3 66. 1.6 27.2 # 14 AVG v•J0 . 4 " .a .a.0 A /� /� 0 M1. C :7. 7 1 A1,^• n1 0 5c' f� IV r6.0 vJ2O 33 16. .E 6.. # .J AUo 1.,30 Jti 63. 1.J rl .1 t ,4 Mv.iJ14./ 1JJ • . 34 ' ° 26.1 t 13 AUG 1540 °` 1.? 2?•0 # 14 `JC .150 156 7 .71 IV r J ` rV. 1 cr 1.4 ^ 1 ., � •r / 35 io o rt 1..1 t 13 AUG 1JJ0 9u 5S. �v.7 t a4 n.J ✓d J/ �• •� 19. ♦�' r6.1 t 13 AJc 1 L?v 97 �:/. •..' r�1: # 14 YiG v�i'.. i.iE •' �-9 13 AUU 06OU .0 176 .G Coil • w nvw avav r.. .1. ---- - - - - - -- 1 , 3 AUG OS10 38 20. ' .8 26.1 t 13 AUG 1620 99 53. 1.3 26.8 t 14 AUG 0230 160 2. .8 26.0 (' I 3 AUG 0620, 39 21. .8 26.1 t 13 AUG 1630 100 52. 1.3 2d.7 # 14 AUG 0240 161 3. .8 26.0 3 AUG 0634 40 �. .8 26.1 t 13 AUG 1640 101 51. 1.2 26.7 t 14 AUG 0250 162 .8 26.0 13 AUG 0640 41 23. .9 26.1 # 13 AUG 1650 102 50. 1.2 2d.7 t 14 AUG 0300 1S3 1. .8 2d.0 i 1' AUG 0 50 41, 25. .9 26.2 t 13 AUG 1700 103 48. 1.1) 26.6 t 14 AUG 0310 164 .8 25.0 t ; AU% 0700 47W 26. .9 2b.2 t 13 AUG 1710 104 47. 1.2 6. # 14 A!:G 0324 165 G. 13 A'JG 0710 44 27. .9 26.2 t 13 AUG 1720 105 46, 1.1 25.6 t 14 AUG 0330 id6 1. .8 2d.0 13 AUG 0720 45 29. .9 26.2 t 13 AUG 1730 106 44. 1.1 26.5 t 14 AUG 0340 167 0. .7 26.0 3 AUG 0730 46 30. .9 26.2 t 13 AUG 1740 107 43. 1.1 2b.5 t 14 AUG 0350 166 .7 26.0 i 13 AUG 0740 47 32. .9 26.3 t 13 AUG 1750 108 42, 1.1 26.5 t 14 AUG 0400 169 0. .7 2S.0 '3 AUG 0750 48 34. 1.0 26.3 t 13 AUG 1800 109 41. 1.1 26.5 t 14 AUG 0410 170 0. .7 26.0 3 AUG 0800 49 35. 1.0 26.3 t 13 AUG 1810 110 41, 1.1 26.4 t 14 AUG 0420 171 1. .8 26.0 3 AUG 0810 50 37. 1.0 26.4 t 13 AUG 1820 111 40. 1.1 26.4 t 14 AUG 0430 172 0. .7 26.00 f 3 AUG 0820 51 39, 1.0 26.4 t 13 AUG 1830 112 40. 1.0 26.4 t 14 AUG 0440 173 0. .7 25.0 Ii 3 AUG 0830 52 42. 1.1 26.5 t 13 AUG 1840 113 39. 1.0 26.4 1 14 AUG 0450 174 0. .7 26.0 I , 3 AUG 0840 53 45. 1.1 26.5 t 13 AUG 1850 114 39. 1.0 26.4 t 14 AUG 0500 175 0. .7 26.0 13 AUG 0850 54 48. 1.2 26.6 t 13 AUG 1900 115 39.. 1.0 25.4 t 14 AUG 0510 176 0. .7 26.0 13 AUG 0900 55 51, 1.2 26.7 t 13 AUG 1910 116 39. 1.0 26.4 t 14 AUG 0520 177 0. .7 26.0 3 AUS 0910 56 55. 1.3 26.8 t 13 AUG 1920 117 39. 1.0 26.4 t 14 AUG 0530 178 0. .7 25.0 13 AUG 0920 57 62. 1.5 27.1 t 13 AUG 1930 118 39. 1.0 26.4 t 14 AUG 0540 179 0. .7 26.0 3 AUG 0930 58 71, 1.8 27.4 t 13 AUG 1940 119 39. 1.0 26.4 t 14 AUG 0550 180 0. .7 26.0 !I 3 A03 0940 59 82. 2.3 27.E t 13 AUG 1950 120 38. 1.0 26.4 t 14 AUG 0600 181 0. .7 '.6.0 13 AUG 0950 60 91. 3.0 28.3 t 13 AUG 2000 121 38. 1.0 26.4 t 3 AUG 1000 61 101. 3.9 28.7 t 13 AUG 2010 122 38. 1.0 26.4 t t # tt9�#1:X=Xttt1:###ttX#t#Xtt###tt#ttatt##tttXXt#tXX2###ttt#tttXXl:tttt####tttX##tX##t#'s#tXt#Xtf#t##tXtYtXttt2tt##ittt##tttXiXt#K#Xtl:t:t# I AK OUTFLOW IS 256, AT TIME 10.83 HOURS 1K FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 30.00-HR t (CFS) (HR) ` (CFS) 25d. 10.83 140. 57. 46. 46. (INCHES) 1.862 3.023 3.025 3.028 (AC-FT) 69. 113. 113. 113. 7 4-Aw STIORAGE. TIME MAXIMUM AVERAGE STORAGE ` 21_Hc 30 - d b-HR 4-HR 7� . .�r0 HR (HR) 5. 10.83 4. 1.0 Ekl; :TAGS TIME MAXIMUM AVERAGE STAOr- 6-HR 24-HR 72-HR 3:1.00-HR nn A. 28.56 26.87 26.46 26.46 i'J.u3 CUMULATIVE AREA = .70 SQ MI Ktl-0 1 #XttKtttttXXt#tt#X�i#zt#tt### ##t###t##tttti#t###tXtxtxt#ttX#txtt#t#tt#tttt##t#ttttxztt#t#t#tt##Xt#:Kxxtlt�KttX:t#t#ix#tti HYDRO GRAPH AT STATION TALBOT PLAN 1+ FATIC = r°S i ilea 11:�I:�.isx��:xa.xxttxtxtt#tXXt�txtt3:txixxtXXttx#�:x�►ttxtX;tx##XtxXxt:xa.xxx:#x?:tzx#xtl:xxx/41:Xxtx#tX�ixxxxttitxxx#:aiai�x::xX+itxtt$1:�a�X#%" I �L? LG ORr" („TAH 1-'A-'n! N N hr:MN On. nr n• n- { LM �Ir�nil n.,i i:", UPfKalei JJ i i L�w Ti.i.h J= i nv. ` . / D 14 NUb VVUV 1 V, V.V 19,V i 13 NUU 1V1V OL 1/1• 9.J L7.V 4 lJ NUU 4M 16J ;/. l.V 900 3 AUG 00,10 2 0, 0,0 24,0 t 13 AUG 1020 63 212, 4.7 29.1 t 13 AUG 2030 124 .0 1.0 26.4 3 AU3 0020 3 0. 0.0 24.0 # 13 AUG 1030 64 231. 4.9 29.1 t 13 AUG A. 125 36. 1.0 26.4 3 AUG 0030 4 0. 0.0 24.0 t 13 AUG 1040 65 243. 4.9 29.1 t 13 AUG 2050 126 36. 1.0 26.3 !3 AUG 0040 0. 0.0 24.0 t 13 AUG 1050 66 248. 4.9 29.1 t 13 AUG 2100 121 35, 1.0 116.3 I AUG 0050 6 0. 0.0 24.0 t 13 AUG 1100 67 247. 4.9 29.1 t 13 AUG 2110 128 34. 1.0 26.3 AUG 0100 7 0. 0.0 24.0 # 13 AUG 1110 68 238. 4.9 29.1 t 13 AUG 2120 129 33. 1.0 26.3 13 AUG 0110 8 0. 0.0 24.0 t 13 AUG 1120 69 226, 4.8 29,1 t 13 AUG 2130 130 32, .9 26.3 3 AUG 0120 9 0. 0.0 24.0 t 13 AUG 1130 70 212. 4.7 29,1 t 13 AUG 2140 131 32. .9 26.3 3 AUG 0130 10 0. .0 24,0 t 13 AUG 1140 71 197. 4.6 29.0 t 13 AUG 2150 132 31. .9 26.3 13 AUG 0140 11 0. .0 24.0 t 13 AUG 1150 72 183. 4.5 29.0 t 13 AUG 2200 133 M. .9 2b.3 '3 AUG 0150 12 0, .0 24,0 t 13 AUG 1200 73 170. 4.4 29.0 t 13 AUG 2210 134 30. .9 26.2 3 AUG 0200 13 0. .0 24.0 t 13 AUG 1210 74 152. 4.4 29.0 t 13 AUG 2220 135 30. .9 26.2 3 AUG 0210 14 0. .0 24.0 t 13 AUG 1220 75 142. 4.3 28,9 t 13 AUG 2230 136 30. .9 26.2 3 AUG 0220 15 0. .0 24.0 t 13 AUG 1230 76 131. 4.3 28.9 t 13 AUG 2240 137 29. 19 26.2 3 AUG 0230 16 0. .0 24.1 t 13 AUG 1240 77 122. 4.2 28,9 t 13 AUG 2250 138 29. ,9 26,2 .3 AUG 0240 17 0. .0 24.1 t 13 AUG 1250 78 114. 4.1 28.9 t 13 AUG 2300 139 29. .9 26.2 13 AUG 0250 18 0. .1 24.2 t 13 AUG 1300 79 108. 4.1 28.8 t 13 AUG 2310 140 29. .9 26.2 3 AUG 0300 19 0. ,1 24.3 # 13 AUG 1310 80 1030 4.0 28.8 t 13 AUG 2320 141 29• .9 26.2 3 AUG 0310 20 0. .1 24.5 t 13 AUG 1320 81 100. 3.9 28.7 t 13 AUG 2330 142 29. .9 26.2 13 AUG 0324 21 0. .2 24,7 # 13 AUG 1330 82 99. 3.7 28,6 # 13 AUG 2340 143 29. ,9 26.2 113 AUG 4330 22 0. .2 24.9 t 13 AUG 1340 83 97. 3.5 28,5 t 13 AUG 2350 144 29, .9 26,2 3 AUG 0340 23 0. .3 25.1 t 13 AUG 1350 84 95. 3.3 28.4 t 14 AUG 0000 145 29. 19 26.2 13 AUG 0350 24 0. .3 25.2 t 13 AUG 1400 BS 92. .1 28.3 t 14 AUG 0010 146 29. .9 2512 �3 AUG 0400 25 G. .4 25.4 # 13 AUG 1410 86 90. 2.8 28.2 t 14 AUG 0020 147 28, .9 26.2 0 3 AUG 0410 26 0. .5 25.6 t 13 AUG 1420 87 87. 2.6 28.1 t 14 AUG 0030 148 27. .9 26,2 3 AUG 0420 27 0. .b 25.8 t 13 AUG 1430 88 84. 2.4 27.9 t 14 AUG 0040 149 25. ,9 26.2 13 AUC 0430 28 3. IB 26.0 t 13 AUG 1440 89 79. 2.1 27.7 1 14 AUG 0050 150 22, •8 26,1 3 AUG 0440 29 13• .e 26.0 t 13 AUG 1450 90 75. 2.0 27.5 t 14 AUG 0100 151 20. .8 26,1 3 AUG 0450 30 11. •8 26.0 t 13 AUG 1500 91 71. 1.8 27.4 t 14 AUG 0110 152 11. •8 26,1 r; 13 RUC 0500 31 13. .8 26.0 t 13 AUG 1510 92 67. 1.7 27.2 # 14 AUG 0120 153 14. ,8 26.1 AUG G510 32 14. ,8 26.1 t 13 AUG 1520 93 M. 1.6 27.1 t 14 AUG 0130 154. 12. .8 26.0 3 AUG 0520 33 15. .8 26.1 t 13 AUG 1530 94 61. 1.5 27.0 t 14 A11G 0140 155 9. ,8 26.0 13 AUG 0530 34 16, ,8 i. t 13 AUG 1540 95 58. 1.4 26.9 t 14 AUG 0150 156 7. .8 26.0 ""' 0540 35 17 8 26.1 t 13 AUG 1550 96 56 1.3 26 8 t 14 AUG 0200 157 L 8 26 0 3 AJG ;SSG 36 lE, ,8 26.1 t 13 AUG 1600 97 54. 1,3 26,8 # 14 AUG 0210 158 4. ,9 26.0 13 AUG 0600 3J 18. .8 26.1 # 13 AUG 1610 98 53. 1.3 26.8 t 14 AUG 0220 159 4. ,8 26.0 13 AUG 0610 38 19. ,8 26,1 t 13 AUG 1620 99 52. 1.2 26,7 t 14 AUG 4230 164 2. .8 26.0 147 F'JG Gv2; 39 20. ,8 26.1 t 13 AUG 1630 100 51. 1.2 26.7 t 14 AUG 0240 161 3. .8 26.0 3 AUG 0630 40 21. .8 26,1 t 13 AUG 1640 101 49. 1.2 26,7 t 14 AUG 0250 162 1, .8 26.0 13 AUG 0650 41 22, .8 26.1 t 13 AUG 1650 102 48. 1.2 26.6 t 14 AUG 0300 163 3. ,8 26/0 1 3 ALS 0650 42 -14. ,9 26.2 t 13 AUG 1,00 103 47. 1.2 26.6 t 14 AUG 0310 164 0. .7 26.0 13 AUS' 0700 43 25. .9 26.2 t 13 AUG 1710 104 46. 1.1 26.6 t 14 AUG 0320 165 0. .7 26.0 13 AUC 0710 44 26, ,9 26.2 t 13 AUG 1720 105 44. 1.1 26.5 t 14 AUG 0330 166 1. .8 26.0 Ai1G 0720 45 27, ,9 26.2 t 13 AUG 11130 106 43. 1.1 2615 t 14 AUG 0340 16J 0. .7 26.4 3 A;:2.0'•30 '46 29. ,9 26.2 t 1' AUG 1740 1V 42 1.1 ?6 5 t 14 AUG 0350 166 0. 7 2L C .. _ ,,, 1193 AJC 0J4G S, 31. .9 26.3 t 13 AUG 1750 108 41. 1.1 26.! t 14 AUG 0400 169 .. .8 26.0 3 AUG 0750 48 32 9 2L 3 t 13 AUG 1800 109 40 1.1 2L 4 t 14 AJG 0410 1'•0 ID. 7 2L 0 1 . 1IIJ J • • .!1 ♦ 1 Ii1 01,17 3 AJ C800 49 34. 1.0 26.3 t 13 AUG 1810 110 3T. 1.0 26.4 1 14 AUG 0420 171 0 .7 26.0 r 0810 50 36. 1.0 26.3 t 13 AUG 1820 111 39, 1,0 26.4 t 14 AUG G43C 172 .7 26.0 13 AJJ 0b.0 51 38• 1.0 26.4 t 13 AUG 1630 112 39. 1.0 :6.4 t 14 A'UG 0440 1;3 0 .7 .6,0 01 ncG Cs3; 52 40. 1.1 26.4 t 13 AUG 1840 113 .60 1.0 25.4 t 14 AUG 0450 174 .7 26.0 13 AUC 0840 53 43. 1.1 16.5 t 13 AUG 1050 114 38. 1.0 26.4 t 14 AUG 0500 175 0. 18 26.0 13 �J 085; 54 4b. 1.1 26.6 t 13 AUG 1940 115 38. 1.0 26.4 t 14 AUG 0510 176 .7 26.0 13 AUC 01700 JJ 49. 1.2 26•7 # 13 AUG 1910 116 3 . 1.0 25.5 t 14 AUG OJLJ 1J7 ,7 2610 13 r;U CS1C 56 53. 1.3 26.8 t 13 AUS 1920 117 1.0 26.4 t 14 AUG G530 178 C. ,J 26.0 ( AN 0=20 57 60. 1.4 27.0 t 13 AUG 1930 118 37, 1.0 26.4 t 14 AUG C54C 1J9 0. ,7 26,0 M. hCG 1110 58 69, 1,7 27.3 t 13 AUG 1940 119 37, 1,; 26,4 1 14 AUG 1551 110 C. ,7 21,0 17 r: C94C. 5; ON. 27.7 1. 13 AUG 1950 120 37. I A '26.4 x 14 AJ3 0600 181 a.0 h. 90, Llw 26.2 t 13 AUG 2000 121 37. 1.0 26.4 t �I^. tO^/ '1 �+ 3 7^ AUG 1 12 7 1 2L 1� huu .JJ: JS, :c,b t 13 AUu .010 i.. .!. ..0 •4 t (A'K'dUTFLO41-IS • 248. AT TIME 10.83 HOURS , JK FLOW TIME MAXIMUM AVERAGE FLOW ( I 6-HR 24-HR 72-HR 30.00-HR ' (rFS) (HR) t. (CFS) 248. 10.83 136. 55. 44. 44. (INCHES) 1.804 2.930 2.930 2.930 109. (AC-FT) 67. 109, 109.4 1C9 K STORAGE TIME MAXIMUM AVERAGE STORAGE 6-HR 24-HR 72-HR 30.00-HP. (AC-FT) (HR) 5. 10.83 4. 2. 1. 1. i NEA!' STAGE TIME MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 30.00-HR i (FEET) (HR) 25.11 10.93 28.52 26.84 26.43 26.43 ' CUMULATIVE AREA = .70 SO MI NHYUROGRA?H AT STATION TALBOT FLAN 1r RATIO = .75 t#xk##############k##############+########tk IA Miu'd HF;MO ORD OUTFLOW STORAGE STAGE X IAA MON HRM.'I ORD OUTFLOc ST0R-AGE STAGE # i A "ON HRNN ORD OUTFLOU STORAGE STAGE �.. # •-r nG ring -1 T'fit..? I AUG DC00 1 n, 0.0 24.0 X 13 AUG 1010 62 98, 3.: .a.c A� .0 i�J .? 13 AUG 0010 2 0. 0.0 24.0 # 13 AUG 1020 63 155. 4.4 2?.0 7 13 AUG 203C 124 s:. .? 26.3 2 lC 0 20 T 0. 0.0 24.0 # 13 AUG 1030 64 143. 4.6 25.0 # 13 AUG 2AM0 125 31. .9 26.3 A�„ �Cr. J 2: n 3 AUG 0030 4 0. 0.0 24.0 k 13 AUG 1040 65 202. 4.7 29.1 �_ 13 A`US 205C 126 30. .9 13 AUG 0040 5 0. 0.0 ''4.0 # 13 AUG 1050 66 207. 4.7 25.1 # 13 AUG 2100 12'7 30. .S 26.2 3 A,0' OG50 6 0. 0.0 24.0 # 13 AUG 1100 67 206. 4.7 29.1 # 13 AUG 2i10 12S 2S. .? 26.2 3 AU 0100 7 0. 0.0 24.0 # 13 AUG 1110 69 200. 4.7 201.0 # 13 AUG 212r0 i29 2S• .9 26.2 ., T t # 13 A'.!G 2130 130 27. .9 26.2 i's 3 AUG 0110 8 0. 0.0 24.0 # 1J AUG 111-0 „9 191. 4.6 -9•n 3 AUG 0120 9 0. 0.0 24.0 # 13 AUG 1130 70 17?. 4.5 29.0 # i3 AUG 2144 I'll 27. .? 26.2 3 nU 0130 14 0. 0.0 24.G # 13 AUG 1140 71 167. 4.4 2?.0 # 13 AUG 2150 132 26. .? 13 AUG 0140 i1 0• 0 ''4.0 # 13 AUG i154 72 151. 4.4 ??.0 # 13 AUG 2200 133 .? 26.2 3 AUG 0150 12 0. .0 24.0 # 13 AUG 1204 73 141. 4.3 2S.° 1. i3 AUG 2210 134 26. .9 26.2 3 AUG G200 13 0. 0 24.0 # 13 AUG 1210 74 131. 4.3 28.9 # 13 AUG 2220 135 25. .9 26.2 3 AUG 0210 14 0. .0 24.0 k 13 AUG 1220 75 121. 4.2 28.9 # 13 AUG 2234 136 25. .9 26.2 i3 AUv 02:2n 15 0. .0 24.0 # 13 AUG 1230 76 113. 4.1 28.8 # 13 AUG 2240 137 25. .9 26.2 3 h n ^'T' I 0. .0 24,0 # 13 AUG 1240 77 146. 4.0 28.8 x 13 AUG 2254 138 25, .? 26.2 3 AU ! 0240 17 0. .0 24.1 # 13 AUG 1250 78 101. 3.9 28.7 x 13 AUG 2304 139 25. .9 26.2 T n��A 1 ''' ' fi 13 AUG 1344 79 99. 3.S 25.7 # 13 AUG 2310 140 25. .9 26.2 IJ A':'J 2JL 12 0, r4•a 3 AUG 030; 19 C. .0 24.1 # 13 AUG 1310 80 97. 3.6 28.6 # 13 AUG 2320 141 25• .9 26.2 , r 5 3 ' ^g 5 11T AUG r330 142 25, •9 26.c C310 ^0 0. .1 24.2 13 A.;u 1324 81 ?,• r aJ 1 24 T 13 AUG 1330 02 ?2. 3.1 28.3 # 13 AUG 2340 143 25, .9 26.2 rl 1.^. 0 T i.^. 4 .J J .. 2 J„ �.,.� r. ,. � # 13 AUG .9 ^^ n 1 24.4 # 13 AUG 1340 S2 ?4. _.S _750 144 r5. �'J� ,.: 2ti.E 13 AUu 13.,0 84 8;. -l. X :4 AUG DI/ 14J rJ v34C .J 0. ' 24 ,o 2c n 1) 24.8 t 1T 1400 65 9'. 2.:, �;.6 k 14 A�'.a .,:CiO 146 . J.L r4 . .r .. AUG.. ' .4. .0 2v.2 # 13 AUG 1410 76. AU 0020 .4; ,�- /2- 1J MUU V71U LU v. •v rv.. ... ...... _. --- --- 13 AUG 0420 27 0. .4 25,3 # 13 AUG 1430 88 67. 1.7 17.2 t 14 AUG 0040 149 21. .8 26.1 A3 AUG 0430 2B 0, .5 25.4 t 13 AUG 1440 89 64. 1.5 27.1 t 14 AUG 0050 150 19, .8 26,1 3 AUG 0449 29 - 0, .6 25.6 t 13 AUG 1450 90 60, 1.4 27,0 t 14 AUG 0100 151 17. .8 26.1 13 A 2 0450 30 0. .7 25.8 t 13 AUG 1500 91 56. 1.3 26.9 t 14 AUG 0110 152 14. .8 26.1 AUG Q500 31 3. .E 26.0 # 13 AUG 1510 92 53. 1,3 26.8 # 14 AUG 0120 153 12. .E 26.4 AUG 0510 32 in". ,8 26.0 t 13 AUG 1520 93 51. 1.2 26,7 t 14 AUG 4:30 154 lO, .8 26.0 13 AUG 0520 33 10. .8 26.0 t 13 AUG 1530 94 49. 1.2 26.7 t 14 AUG 0140 155 S. .8 26.0 13 AUG 0530 34 12, .8 16.0``'iG i3 AUG 1540 95 48. 1,2 26.6 1 14 AUG 0150 156 6, ,8 26.0 13 AUG 0540 35 12. .8 26.0 t 13 AUG 1550 96 46. 1.2 26.6 t 14 AUG 0200 157 5. .8 26.0 13 AUG 0550 36 13. .8 26.0 t 13 AUG 1600 97 45. 1.1 26.6 t 14 AUG 0210 158 4. .8 26.0 13 AUG 0600 37 14, .8 26.1 t 13 AUG 1610 98 44. 1.1 26.5 t 14 AUG 0220 159 3. .8 26.0 13 AUG 0610 38 15. .8 26.1 t 13 AUG 1620 99 43. 1.1 26.5 t 14 AUG 0230 160 2. .8 26,0 13 AUG 0620 39 15. .8 26.1 t 13 AUG 1630 100 42. 1,1 26.5 t 14 AUG 0240 161 3. .8 26.0 13 AUG 0630 40 16, .8 26.1 t 13 AUG 1640 101 42. 1.1 26.5 t 14 AUG 0250 162 0. .7 26.0 13 AUG 0640 41 17. .8 26.1 t 13 AUG 1650 102 41. 1.1 26.4 t 14 AUG 0300 163 3. .8 26.0 13 AUG 0650 42 18. .8 26.1 t 13 AUG 1700 103 39. 1.0 26.4 t 14 AUG 0310 164 0. .7 26.0 13 AUG 0700 43 19. .8 26.1 t 13 AUG 1710 104 38._ 1.0 26.4 t 14 AUG 0320 165 0. .7 26.0 13 AUG 0710 44 20. .8 26.1 t 13 AUG 1720 105 37. 1.0 26.4 t 14 AUG 0330 166 0. .7 26,0 13 AUG 0720 45 22, .8 26.1 # 13 AUG 1730 106 36. 1.0 26.4 t 14 AUG 0340 167 0. .7 26.0 13 AUG 0730 46 23. .8 26,1 t 13 AUG 1740 107 35. 1.0 26.3 t 14 AUG 0350 168 0. .7 26.0 13 AUG 0740 47 24. .9 26.2 t 13 AUG 1750 108 35. 1.0 26.3 t 14 AUG 0400 169 1. .8 26.0 13 AUG 0750 4S 26. .9 26.2 t 13 AUG 1800 109 34. 1.0 26.3 t 14 AUS 0410 170 0. .7 26.0 t3 AUG OS00 49 27. .9 26.2 t 13 AUG 1810 110 33. 1.0 26.3 t 14 AUG 0420 171 0. .7 26.0 13 AUG OS14 50 28. .9 26.2 t 13 AUG 1820 Ill 33. 1.0 26.3 t 14 AUG 0430 172 0. .7 26.0 13 AUG 0520 51 30. .9 26.2 t 13 AUG 1830 112 33. 1.0 26.3 t 14 AUG 0440 173 0. .7 26.0 13 AUG 0834 52 32. .9 26.3 t 13 AUG 1840 113 33. .9 26.3 t 14 AUG 0450 174 0. .7 26.0 13 AU5 0940 53 35, 1.0 26.3 # 13 AUG 1850 114 32. .9 26.3 t 14 AUG 0500 175 0, ,7 26,0 13 AUG 0850 54 37. 1.0 26.4 t: 13 AUG 1900 115 32. .9 26.3 t 14 AUG 0510 176 0. .7 26,0 13 AU3 Q9OO 55 40. 1.1 26.A t 13 AUG 1910 116 32. .9 26.3 t 14 AUG 0520 177 0. .7 26.0 +? AU5 0910 56 44. 1.1 26.5 t 13 AUG 1920 117 32. .9 26.3 t 14 AUG OS30 17S 0. ,7 26.0 AU5 091_0 57 51. 1,2 26.7 t 13 AUG 1930 11S 32. .9 2d.3 t 14 AUG 0544 179 0, .) A. 13 AU5 0930 58 60. 1.4 27.0 t 13 AUG 1940 119 32. .9 26.3 t 14 AUG C550 180 0, .7 6.0 13 AUG 0940 59 69. 1.7 27.3 t 13 AUG 1950 120 32. .9 25.3 t 14 AUG 0640 lEl 0. ,) 26.0 13 AUG 0950 64 81. 2.2 27.8 t 13 AUG 2000 121 32. .9 26.3 t 13 AUG 1000 61 90. 2.8 23.2 t 13 AUG 2010 122 32. .9 26.3 t t t *ttt:ttta:ttttrtttttttt#tttttttttttttttt#tttt#tttttttttttttttttttttttt0#tttttttttt0tttt0 t ttIttttTXtttttttttTx:t :0rI:T1:ttttt##t0ttt EAK OUTFLOW IS 247. AT TIME 10.E3 HOURS PEA!; FLOW TIME MAXIMUM AVERAGE FLOW 6-HP 24-HR 72-HR 30.00-HR (HR) (CFS) { 207. 10.83 114. 46, 37. 37, (INCHES) 1.515 2.438 2.418 2.43E (AC-FT) 57. 91, 91. 9.0 r'A!: C?0F;AGE TIME MAXIMIIM AVERAGE STORAGE d-HR 24-HR -7-1-Hp 30.00-HR (A'.-FT' (HR) 5. 10,S3 3. 1, 1. 1. 3TA9E TIME MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 20.0:-Hp (HR) 10.83 l 2° " 21 '1 26 30 J ry N./ IJ pV.vv CUMULATIVE AREA = .10 SO MI i tttt##tt#t�#t###tt#ttttttttt##ttttt#tt#tt#tt#t#t#tt#ttt#tttt#tt#tttt#tt#ttt��#######tt�t#t##tt##ttt##tttttt#t#tt##t#t######txxt### HYDROGRAPH AT STATION TALEOT I PLAN 1t RATIO = .63 ttt#t#Xt#tt#t####ttttttttt#tttttt#t#####t##t#tttttt##2#tttt##tt#ttt##it#tt#t###tt##tttt#tt#t##tt#######t##tttt#t###tt#ttttt###tt### # # IDA MON HRMN ORD OUTFLOW STORAGE STAGE t'DA MON HRMN ORD OUTFLOW STORAGE STAGE t DA MON HRMN ORD OUTFLOW STORAGE STAGE t # 13 AUG 0000 1 0, 0.0 24.0 t 13 AUG 1010 62 88. 2,7 28.1 t 13 AUG 2020 123 26. .9 26.2 113 AUG 0010 2 01 0.0 24.0 t 13 AUG 1020 63 95. 3.4 28.5 t 13 AUG 2030 124 26. .9 26.2 t 13 AUG 0020 3 0. 0.0 24.0 t 13 AUG 1030 64 107. 4,1 28.8 t 13 AUG 2040 125 25. .9 26.2 113 AUG 0130 4 0, 0,0 24,0 t 13 AUG 1141 65 114, 4,4 29.0 t 13 AUG 2050 126 25, .9 26,2 13 AUG 0040 5 0. 0.0 24.0 t 13 AUG 1050 66 166. 4.4 29.0 t 13 AUG 2100 127 24. .9 26.2 13 AUG 0050 6 0. 0.0 24.0 t 13 AUG 1100 67 166, 4.4 29.0 t 13 AUG 2110 128 24, .9 26.2 13 AUG 0100 7 0. 0.0 24.0 t 13 AUG 1110 68 160, 4.4 29.0 t 13 AUG 2120 129 23. .9 26.1 �13 AUG 0110 8 0. 0.0 24.0 t 13 AUG 1120 69 152. 4.4 29.0 t 13 AUG 2130 130 23. .8 26.1 13 AUG 0120 9 0. 0.0 24.0 t 13 AUG 1130 70 143. 4.3 28.9 t 13 AUG 2140 131 22. .8 26.1 13 AUG 0130 10 0. 0.0 24.0 t 13 AUG 1140 71 134. 4.3 28.9 t 13 AUG 2150 132 22, .8 26.1 13 AUG 0140 11 0, 0.0 24.0 # 13 AUG 1150 72 124. 4.2 28.9 t 13 AUG 2200 133 21, .8 26.1 �13 AUG 0150 12 0. 0.0 24.0 t 13 AUG 1200 73 116. 4.2 28.9 t 13 AUG 2210 134 21. .8 26.1 13 AUG 0200 13 0. .0 24,0 t 13 AUG 1210 74 10?. 4.1 :8.8 t 13 AUG 2220 135 ill. .8 A. a 13 AUG 0210 14 0. .0 24.0 t 13 AUG 1220 75 103. 4.0 28.8 t 13 AUG 2230 116 21, .8 26.1 �13 AUG 0220 15 0. .0 24.0 t 13 AUG 1230 76 100, 3.8 28.7 t 13 AUG 2240 137 21. .8 26.1 13 AUG 0230 16 0. .0 24.0 t 13 AUG 1240 77 98. 3.6 28.6 t 13 AUG 2250 0S 21. 68 26.1 13 AUG 0240 17 0, .0 24.0 t 13 AUG 1250 78 95, 3.4 28.5 t 13 AUG 2300 139 20. .8 26.1 j �13 AUG 0250 18 0. .0 24.0 t 13 AUG 1300 79 93, 3.1 28.3 t 13 AUG 2310 140 20. .8 26.1 13 AUG 0300 19 0. .0 24.0 t 13 AUG 1310 80 89. 218 28.2 t 13 AUG 2132" 141 20. .8 26.1 %1.13 AUG 0310 % 0. .0 24.1 t 13 AUG 1320 S1 86. 2,5 i. 28.Q t 13 AUG 2330 142 24, .8 26.1 Aun A71n 11 0. .Q 24.1 t 13 AUG 1330 82 80. 2.2 27.1 t 13 AUG 2340 143 20. .8 26.1 i 00 24.2 t 13 AUG 1340 83 73. 1,9 27.5 t 13 AUG 2350 144 20. .8 26.1 AUGAJG QJJQ '" �J LL . . '. 13 AUG 0340 23 0. .1 24.2 t 13 AUG 1350 84 68. 1.7 21.2 t 14 AUG 0000 145 20. .S 26,1 13 AUG 0350 24 0. .1 24.3 t 13 AUG 1400 85 63. 1.5 27.1 t 14 AUG 0010 146 20. .8 26.1 �13 AUG 0400 25 0. .1 24.4 t 13 AUG 1410 S6 58. 1.4 26.9 t 14 AUG 0020 147 19. 18 26,1 c T 2L 8 14 AllS r e 2L 1 13 AUG G4i�, 26 0, .1 2a,6 t .3 AUG 1420 S1 ,,4. 16J LJ.V �,, rQ.,G 14J is. �,. ,13 AUG 1121 21 0, ,2 24*1 t 13 AUG 1430 88 51, 1.2 26.1 t 14 AUG 0141 141 11, ,8 2611 13 AUG G43Q 28 0, 24,9 t 13 AUG 1440 B9 48, 1, 26.6 t 14 ALIG 0050 15. 151 ,8 26,1 13 AUG 044V 29 0. 0 15.1 t 13 AUG 1450 90 46. 112 26.6 4 14 AUG 010Q• 151 14. .8 26.1 " � �,c� (� w �j # 13 AUG 1500 ?1 44 1.1 2L c , AUG0110, .552) 1� 2 L.J HUS 450 oQ 01 .J iJ,L J 1 1 LV1J t ♦� k J V��v 1J� Jr, 1 L61 113 AU3 05001 31 0. .4 415.3 t 13 AUG 1510 92 431 1.1 26.5 t 14 AU3 01.0 153 .0. .8 126.0 13 AI!G 0510 32 0. .5 25.5 t 13 AUG 1520 93 41. 1.1 26.5 t 14 AUG 0130 154 S. .8 26.0 13 k' G 0520 32 0. .6 25.7 t 13 AUG 1530 94 40. 1.0 26.4 t 14 AUG 014. 155 6. ,° 26.0 �13 AU 0`v 34 07 25.9 t 13 AUG 1540 95 38. 1.0 26.4 t 14 AUG 0150 156 J3n• . . v J. ♦u L61 13 AU3 C540 75 4. ,8 26.0 t 13 AUG 1550 96 37. 1.0 26.4 t 14 AUG 0200 157 4. .3 26.0 13 AU5 0550 36 10. .8 26.0 t 13 AUG 1600 97 37. 160 26.4 t 1� AUG 0210 152 13 AUG 0600 31 9. .8 26,Q t 13 AUG 1610 98 31, 1.1 26.4 1 14 AUG 0220 159 2. .8 26,0 �13 AUG 0610 38 10. .8 26.0 t 13 AUG 1624 99 35. 1.0 26.3 t 14 AUG 4230 16Q 3. ,8 26.0 13 AUG 0620 39 11. .8 26.0 t 13 AUG 1630 100 35. 1.0 26.3 t 14 AUG 0240 161 0. .1 26.0 13 AU3 0630 40 11. .8 26.0 t 13 AUG 1640 101 34. 1.0 26.3 t 14 AUG 0250 162 2. .8 26,0 13 AU3' 0640 41 12. 18 26.0 t 13 AUG 1650 102 33. I,G 26.3 # 14 AUG Q3UQ 163 Q, ,7 26,G 13 AUG 0650 42 13. .8 26.0 t 13 AUG 1700 103 32. .9 26.1 t 114 AUG 0310 164 1. .8 26.0 2 4:�G 0700 43 14. .8 26.1 t 13 AUG 1710 104 31. .9 26.3 t 14 AUG 0320 165 0. .7 26.0 13 AUG 0710 44 15. .° 26.1 t 13 AUG 1720 105 31, ,9 26,3 t 14 AUG 0�30 16b U, ,7 26.Q 13 PU51 0120 45 16, .8 26.1 t 13 AUG 1730 106 30. .9 26.2 t 14 AUG 0340 167 0. .1 26.0 AU! G730 46 17, 18 16.1 t 13 AUG 1740 107 29. .9 26.2 t 14 AUG G350 168 0. ,7 26.4 4.i �740 47 18. .8 2611 t 13 AUG 1750 108 28/ .9 26.2 x 14 AI1G 040Q 169 1. .3 26.0 26,1 t 13 AUG 18G0 109 2°, .9 26.2 t 14 AUG 041Q 1I Q. .1 26,Q �,.... 7 U 7 7AUG1 t1 !17 OL ^ t I .� ( ,f "/ .1 :v.Q A:. 0�•.. 4- 20. .v 26.1 t 1J AUG 1810 110 .9 ,4 AU2 �4L� ,ri C. f 5? 21. ,S 26.1 t 13 AUG 1220 111 27, .9 26.2 t 14 AUG 0430 172 4, .7 26.0 • � y 13 AUG 0820 51 23. .8 26.1 # 13 AUG 1830 112 27. .9 &6.Z 19 Am U99V 1/3 v. •i co.v 3 AUG OE30 52 25. .9 26.2 # 13 AUG 1840 113 27. .9 26.2 X 14 AUG 0450 174 0. .7 26.0 o 9 26.2 X 14 AUG 0500 175 0. . I � X 14 AUG 0`14 176 4. .7 26.0 7 26.0 3' AUG 0840 53 7. .9 �6.� X 13 AUG 1850 114 �7. . 13 AUG 085.0 54 29. .9 26.2 # 13 AUG 1900 115 26. .9 26.2 3 AUG 0900 55 31. .9 26.3 X 13 AUG 1910 116 26. .9 26.2 # 14 AUG 0520 177 0. .7 26.0 AUG 0510 56 34. 1.0 26.3 # 13 AUG 1920 117 26. .9 26.2 # 14 AUG 0530 178 0. .7 26.0 AUG 0920 57 40. 1.1 26.4 X 13 AUG 1930 118 26. .9 26.2 # 14 AUG 0540 179 0. .7 26.0 13 AUG 0930 58 49. 1.2 26.6 X 13 AUG 1940 119 26. .9 26.2 X 14 AUG 0550 180 0. .7 26.0 23 AUG 0940 59 59. 1.4 26.9 X 13 AUG 1950 120 26. .9 26.2 # 14 AUG 0600 lEl 0. .7 26.0 3 AUG 0950 60 68, 1.7 27.3 X113 AUG 2000 121 26. .9 26.2 # 13 AUG 1000 61 79. 2.1 27.7 # 13 AUG 2010 122 26. .9 26.2 X # # �KXX#XX###X##X#X#XX###X###X#XXXXXX#X#X#XXXXXX#XXX##X##XX#XXXXXX#XXXXXXX#XX#XXXXXXX#X#X#tX2X#2###XXtX#X#X#X#X3X#X#X##X#X####X#####X AK OUTFLOW IS 166. AT TIME 10.83 HOURS FEAN FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 30.00-HR (CFS) (HR) (CFS) 166. 10.83 92. 37. 29. 29. (INCHES) 1.222 1.952 1.952 1.952 (AC-FT) 46. 73. 73. 73. EA); STORAGE TIME MAXIMUM AVERAGE STORAGE 6-HR 24-HR 72-HR 30.00-HR (AC-FT) (HR) 4. 10.83 3• 1• 1' 1' r-EAK STAGE TIME MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HP 30.00-HR (FEET) (HR) 28.99 10.83 27.92 26.57 26.16 26.16 CUMULATIVE AREA = .70 SO MI HYDROGRAPH AT STATION TALBOT PLAN 1t RATIO = .50 RA h0;;•HRMid ORD OUTFLO'.'. STORAGE STAGE # DA MON HRMN ORD OUTFLOB STORAGE STAGE i $A rO;� HR�N ORD O;TFLO'. S?ON'AGE S?kuE # # 13 AU3 0000 1 0. 0.0 24.0 X 13 AUG 1010 62 73. 1.9 27.4 # 13 AUB 2020 123 .8 26.1 13 A1G 0010 2 0. 0.0 1-4.0 # 13 AUG 101-0 63 82. 2.3 27.E t 13 AUG 2030 124 20. .8 26.1 13 hJn 0020 3 0. 0.0 24.0 # 13 AUG 1030 64 88. 2.7 28.1 # 13 AUG 2040 125 20. .8 26.1 13 AUC 0030 4 0. 0.0 24.0 # 13 AUG 1040 65 92. 3.1 28.3 1 13 AUG 2050 126 1=. .8 26.1 i2 JG44 5 G. 0.4 24.0 # 13 AUG 1050 66 .6. 3.5 28.5 # 13 AUG 2100 127 A U S 0050 6 Cl. 0.0 24.0 # 13 AUG 1100 67 100. 3.9 28.1 t 13 AUG 2114 128 19. .8 26.1 0100 7 0. 0.0 24.0 # 13 AUG 1110 68 110. 4.1 28.8 t 13 AUG 2120 129 1c. .8 26.1 i7 A!IG 0i10 8 0. 0.0 2'.0 # 1s AUG 1120 69 :15 1 . 4.2 2S.9 x 13 AUG r70 130 .S 26.1 1 A 01L0 9 0. 0.0 r4.0 t 13 A„G 1:30 /0 Ill. 4.1 28.3 # 13 H. r.�0 I'll :/ . .8 26.1 AU.; 0130 10 0. 0.0 :.4.0 * 13 AUG 1140 71 log-. 4.0 1 13 AUG 21J 132 1'. .S r6.1 r 0 0. 01.0 24.0 1 13 AUG 1150 72 101. 3 ''c 7 # 13 AUG 2200 133 1' .8 26.1 r: i ri4 11 .9 0150 12 0. 0.0 24.0 # 13 AUG 1200 73 F=. 3.E 25.7 13 AuO C. , 4 ,° .6.1 ._ 0,:00 12 0. 0.0 24.0 * 13 AUG 1210 74 3 L ,21G 14 G. 0.0 24.0 # 13 AUG 1220 " a ' `: r 8 26.i /J ••�. v.J -V. 13 A"IS :.J 1/ i36 3 AUG 0230 16 0. .0 24.0 t 13 AUG 1240 77 8B. 2.6 28.1 t 13 AUG 2250 13S 16. .8 26.1 3 AUG 0240 17 0. .0 24.0 t 13 AUG 1250 78 82. 2.3 27.8 t 13 AUG 2300 139 16. .8 26.1 i 3 AUG 0256 18 0. .0 24.0 t 13 AUG 1300 79 75, 2.0 27.5 t 13 AUG 2310 140 16, .8 26.1 13 AUG 0300 19 0, .0 24.0 t 13 AUG 1310 80 68. 1.7 27.3 t 13 AUG 2320 141 16. .8 26.1 AUG 0310 20 0. .0 24.0 t 13 AUG 1320 81 62, 1.5 27.1 t 13 AUG 2330 142 16, .8 26.1 AUG 0320 21 0. .0 24.0 t 13 AUG 1330 82 56. 1.3 26.8 t 13 AUG 2340 143 16. .8 26.1 i 13 AUG 0330 22 0, .0 24.0 t 13 AUG 1340 83 50, 1.2 26.7 t 13 AUG 2350 144 16. .8 926.1 3 AUG 0340 23 0. .0 24.1 t''13 AUG 1350 84 47, 1.2 ' 26.6 t 14 AUG 0000 145 16. .8 26.1 3 AUG 0350 24 0. .0 24,1 t 13 AUG 1400 85 44, 1.1 26.5 t 14 AUG 0010 146 16. .8 26.1 13 AUG 0400 25 0. .0 24.1 t 13 AUG 1410 86 41. 111 26.5 t 14 AUG 0020 147 15. .8 26.1 03 AUG 0410 26 0. .0 24.2 t 13 AUG 1420 87 39. 1.0 26.4 t 14 AUG 0030 148 14. .8 26.1 i 3 AUG 0420 27 0. .1 24.2 t 13 AUG 1430 88 38. 1.0 26.4 t 14 AUG 0040 149 13. .8 26.0 i 3 AUG 0430 28 0. .1 24.3 t 13 AUG 1440 89 36. 1.0 26.4 t 14 AUG 0050 150 12. .8 26.0 ' 13 AUG 0440 29 06 .1 24.4 t 13 AUG 1450 90 35. 1.0 26.3 t 14 AUG 0100 151 10. .8 26.0 03 AUG 0450 30 0. .1 24.5 t 13 AUG 1500 91 34. 1.0 26.3 t 14 AUG 0110 152 9. .8 26,0 3 AUG 0500 31 0. .2 24.7 t 13 AUG 1510 92 33. 1.0 26.3 t 14 AUS 0120 153 S. .8 26,0 I. 13 AUG 0510 32 0. .2 24.E t 13 AUG 1520 93 32. .9 26.3 t 14 AUG 0130 154 6. .8 26.0 i 93 AUG 0520 33 0. .2 25.0 t 13 AUG 1530 94 31. .9 26.3 t 14 AUG 0140 155 50 .8 26.0 3 AUG 0530 34 0. .3 25.1 t 13 AUG 1540 95 30. .9 26.2 t 14 AUG 0150 156 4. ,8 26.0 j 13 AUG 0540 35 0. .3 25.2 t 13 AUG 1550 96 29. .9 26.2 t 14 AUG 0200 157 3. .8 26.0 3 AUG 0550 36 0. .4 25.3 t 13 AUG 1600 97 29, .9 26.2 t 14 AUG 0210 158 2. .8 26.0 3 AUG 0600 37 0. .5 25.5 t 13 AUG 1610 98 28. .9 26.2 t 14 AUG 0220 159 3. .8 26.0 13 AUG 0610 38 0. .6 25.6 t 13 AUG 1620 99 28. .9 26.2 t 14 AUG 0230 160 0. .7 26.0 13 AUG 0620 39 0. .6 25.8 t 13 AUG 1630 100 27. .9 26.2 t 14 AUG ONO 161 3. .8 26.0 �13 AUG 0630 40 0. .7 25.9 t 13 AUG 1640 101 26. .9 26.2 t 14 AUG 0250 162 0. .7 26.0 13 AUG G640 41 9. .8 26.0 t 13 AUG 1650 102 26. .9 26.2 t 14 AUG 0300 163 0. .7 26.0 13 AUG; 0650 42 E. .S 26.0 t 13 AUG 1700 103 25. .9 26.2 t 14 AUG 4320 164 0. ,J 26.0 II 113 AUG 0700 43 9. .8 26.0 t 13 AUG 1710 104 24. .9 26.2 t 14 AUG 0320 16.; 0. .7 26.0 13 AUG 0710 44 9. .8 26.0 t 13 AUG 1720 105 24, .9 26.2 t 14 AUG 0330 166 1. .8 26.0 -.13 AUG 0720 45 10, .8 26.0 t 13 AUG 1730 106 N. .9 26.1 t 14 AUG 0340 167 0. .1 26.Q 1AUS 07700 46 ill .8 26.0 t 13 AUG 1740 107 23. .B 26.1 t 14 AUG 0350 168 0. ,7 26.0 13 AUG 0740 ;7 12. .8 26.0 t 13 AUG 1750 108 22. .8 26.1 t 14 AUG 0400 169 0. .7 26,0 13 AUG 0750 48 13. .8 26.0 t 13 AUG 1800 109 22. .8 26.1 t 14 AUG 0410 170 0. .7 26,0 1. AUO 0EQ0 4? 14 8 26.1 t 13 AUG 1810 110 21 8 26.1 t 14 AUG 0420 171 0 7 21 0 913 AUG 0510 50 15. .8 16.1 1 13 AUG 1820 111 21. .8 26.1 t 14 AUG 0430 172 0. .7 26,0 13 AUG 0820 51 16. .8 26.1 t 13 AUG 1830 112 21. .8 26.1 t 14 AUG 0440 173 0. .7 26.0 E AL'G 0130 52 17, .E 113 26.1 t 13 AUG 1540 113 21, .8 26.1 t 14 AUG 0450 174 0. ,7 26.Q 13 AUG 0840 53 19. .8 26.1 t 13 AUG 1850 114 21. .8 26.1 t 14 AUG 0500 175 1. .8 26.0 a,, AUG 0850 54 _0, .E 26.1 t 13 AUG 1900 115 .1. .8 26,1 t 14 AUG 0510 176 0. .7 26.4 13 AL"0 0900 `5 ''2. .8 26.1 t 13 AUG 1910 116 21. .8 26.1 t 14 AUG 0520 177 0. .7 26.0 913 AUG 0910 56 25. .9 1-6.1 t 13 AUG 1920 'All' Ill. .8 26.1 Jr 14 AUG 0530 178 0. .7 26.0 13 AUG 0920 517 29. .9 26.2 t 13 AUG 1930 118 21. .8 26.1 t 14 AUG 0540 119 0. .7 26.0 12 AuiG 030 5S 36. 1.0 26.4 t 13 AUG 1940 119 21. .8 26.1 t 14 AUG 0550 1E0 0. .7 26.0 13 AUG 0940 59 45. 1.1 26.5 t 13 AUG 1950 120 21. .8 26.1 t 14 AUG 0600 101 0. .? 26.0 3 AUG 0950 60 54. 1.3 26.E t 13 AUG 2000 Ill 21. .S 26.1 t 13 AJo loon 11 64. 1.5 211.1 t 13 AUG 2010 122 21. .8 26.1 t t t FEA: EUTFLG ?S 115. AT TIME 11.33 HOURS V:*Ad1; F, IN TIrE MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 30,00-HP (CFS) ;G. 2E. (INCHES) .928 1.469 1,469 1.469 (AC-FT) 35. 55. 55. 55. j PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE 6-HR 24-HR 72-HR 30.00-HR �(04T) (HR) 4.- If.33 2, �rA); STAGE TIME MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 30.00-HR (FEET) (HR) 28.66 11.33 27.47 26.42 25.98 25.98 CUMULATIVE AREA = .70 SO MI # ttt ttt ttt ttt ttt ttt to #tt to to t## #tt ttt ttt ttt t#t ut ttt ttt ttt To ttt ttt ttt t#t to ttt ttt ttt to #tt ttt ttttttt#tttttt t t � 50 KIN #: BASIN2 t i tt#ttttt###tt# BASIN 12 INFLOW HYDROGRAPH 52 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 1 PLOT CONTROL OSCAL 0. HYDROSRAPH PLOT SCALE t t:tt ttt ##t ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ti:t ttt ttt ttt ttt ttt t i 53 hI> #: PUGTDR t. t t BASIN 12 ROUTED THRU PIPE SYSTEM AT PUGET I:fi:VE 60 I(0 OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IFLOT 1 PLOT CONTROL OSCAL G. HYROGRAPH PLOT SCALE is WARNING ttt MODIFIED PULS ROUTING RILL BE NUMERICALLY UNSTABLE FOR OUTFLO4 BETWEEN G. TO in, USE SHORTER TIME INTERVAL OR LONGER REACH LENGTH t ttM ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt TIT ttt ttt txt ttt ttt ttt ttt ttt ttt ttt ttt Vit 1::l: tft ttt ttt tit tttt#tttttttt# t. t �GJ i; 14T2?4 BASINS 11 ^ AI%i 4 COMBINED AT JUNCTION 67 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 1 PLOT CONTROL OSCAL 0, HYDROGRAPH PLOT SCALE # ### ### t## ##t #xx tx# xx# tx# t## xt#"xtt xx# ttt ttt t## ttt ttt t## ttt ttt #x# ttt t## t#t ttt ttt xt# ttt x#t t## ttt ### x x 69 KK # SUBSTA # t t BASINS 19 2 AND 4 ROUTED THRU SUBSTATION POND 71 KO OUTPUT CONTROL VARIABLES IPRNT 1 PRINT CONTROL IPLOT 1 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE HYDROGRAPH ROUTING DATA 72 RS STORAGE ROUTING NSTPS 1 NUMBER OF SUBREACHES ITYP STOR TYPE OF INITIAL CONDITION RSVRIC 0.00 INITIAL CONDITION X 0.00 WORKING R AND D COEFFICIENT SV STORAGE 0.0 .4 .1 .2 .6 1.S 4.4 74 SE ELEVATION 20.00 21.00 22.00 23.00 24.00 25.00 26.00 76 SL LOG-LEVEL OUTLET ELEVL 20.20 ELEVATION AT CENTER OF OUTLET CAREA 6.00 CROSS-SECTIONAL AREA COOL .40 COEFFICIENT EXPL .50 EXPONENT Or HEAD 75 SS SPILLWAY CREL 24.10 SPILLWAY CREST ELEVATION SPWID 0.00 SPILLUAY WIDTH CDOW 0.00 WEIR COEFFICIENT EXPW 1.50 EXPONENT OF HEAD 77 ST . TOP OF DAM TOPEL 24.10 ELEVATION AT TOP OF DAM DAMWID 735.00 DAM WIDTH COOD 2.00 WEIR COEFFICIENT EXPIi 1.50 EXPONENT OF HEAD Sw DAM WIDTH 0.00 450.00 735.00 SE ELEVATION 24.10 25.00 26.00 ## COMPUTED RATING CURVE -"A- r 1)0.00 20.'0 21.70 21 S" 22 0' 12 14 I 24.10 OUTFLOW 0.00 0.00 31.43 33.23 35.25 37.54 40.14 43.13 46.60 50.68 COMPUTED STORAGE-OUTFLOV CURVE STORAGE 0.00 .00 .04 .05 .06 .10 .14 .19 ,4C1 .73 OUTFLOW 0.00 0.00 31.43 33.23 35.25 37.54 40.14 43,13 46.60 50.68 #t##tttt#tt#ttttttt#ttttt#ttt#ttttttttt#t#t#t#####tt#tt#tt#t#t#xtxtttx2t#t$ttttt#txt##xttttxtxtxtt#xttxtt#xtt#ttx##tttx#xx#t#tx#x HYDROGRAPH AT STATION SUESTA PLAN lr RATIO = 1.00 t tt$xtttttttttttttxttttxtttttxttttxttxtttttxtxttxttttttxtxxttxttxxtYtxt#txttxtxttttttttxxx#ttttxtxtxxtxttxttx###tts#ttxtxxtttxxxxt x t A MON HRMN ORD OUTFLOW STORAGE STAGE t DA MON HRMN ORD OUTFLOU STORAGE STAGE t DA MON HRMN ORD OUTFLOW STORAGE STAGE t t 3 AUG 0000 1 0. 0.0 20.0 t 13 AUG 1010 62 293. 1.6 24.8 t 13 AUG 2020 123 61, 1.0 24.3 3 AUG 0010 2 0. 0.0 20.0 t 13 AUG 1020 63 332. 1.6 24.E t 13 AUG 2030 124 61. 1.0 14.3 13 AUG 0020 3 0. 0.0 20.0 t 13 AUG 1030 64 357. 1.7 24.9 t 13 AUG 2040 125 64. 1.0 24.3 3 AUG 0030 4 0. 0.0 20.0 t 13 AUG 1040 65 3,3. 1.7 24.9 t 13 AUG 2050 126 59. .9 24,3 3 AUrj 0040 5 0. 0,0 20.0 t 13 AUG 1050 66 379. 1.7 24.9 t 13 AUG 2100 127 53. .9 24.3 13 AUG 0050 6 0. 0.0 20.0 t 13 AUG 1100 67 379. 1.7 24.9 t I3 AUG 2110 128 57. .9 24,2 3 AUG 0100 7 0. 0.0 20.0 t 13 AUG 1110 68 369. 1.7 24.9 t 13 AUG 2120 129 56. .9 24.2 3 AUG 0110 8 0. 0.0 1-0.0 t 13 AUG 1120 69 sJ6. 1.7 24,9 t 13 AUG 2130 130 54. ,9 24,2 :3 AUG 0120 9 0. .0 20.0 t 13 AUG 1130 70 339, 1.6 24.S t 13 AUG 21a4 13i 53. ,9 24.2 +? Av'G 0130 10 0. .0 20.0 t 13 AUG 1140 71 322. 1.6 24.E t 13 AUG 2150 132 52, .8 24.2 AUG 0140 11 0. .0 20.0 t 13 AUG 1150 72 305. 1.0 24.E t 13 AUG 2200 133 51"). .S 24,2 3 AUG G150 12 0. .0 20.0 t 13 AUG 1200 73 289. 1.6 24.8 t 13 AUG 2210 134 51. .8 24.1 13 AUG 0200 13 0. .0 20.0 t 13 AUG 1210 74 274. 1.5 24.E t 13 AUG 22'-0 135 51. .8 24,1 3 AUJ 0210 14 0. .0 20.0 t 13 AUG 1220 75 260. 1.5 24.7 t 13 AUG 2230 136 51. .7 24.1 ^ 22 2 2 1.5 24.7 t 13 AUG 2240 137 51. .7 24.1 3 Ac:; GLL4 1J 4, .G LO.L t 13 AUG 1L30 76 43• �zr, 0 10.2 t 13 AUG 1240 77 231, 1.S 2417 13 AUG 2250 138 ;,u, .7 24.4 ill AUG 0_,+ 16 L. 13 AUG 0J240 17 0• •0 20.2 x 13 AUG 1250 78 221. 1.5 24.7 t 13 AUG 2300 139 Sul .6 24,0 3 AUC 025C' 18 3. .0 20.2 t 13 AUG 1300 79 211. 1.4 24.7 t 13 AUG ►310 140 w. ,6 24.0 3 AUG 0300 19 2, ,0 ?0.2 x 13 AUG 1310 80 2Q2. 1.4 24.7 t 13 AUG 23'_0 141 SO. .6 23.9 13 r.UG Q310 20 SI .0 20.2 t 13 AUG 1320 81 190. 1.4 24.6 t 13 AUG 2330 142 45. .6 23,9 hJG 'J3L0 21 L, ,0 20.L t 13 AUG 1330 82 178. 1.4 L4.6 t 13 AUG 2J40 143 40. .J 23.8 ^ 22 0 20.3 t 13 AUG 1340 83 169. 1.4 24,6 t 13 AUG 2350 144 49, ,S 23,8 .3 AJJ QJV 7, 13 A:!5 0340 23 2, .0 L0.2 t 13 AUG 1350 84 158. 1.3 24.6 t 14 AUC 0G'J0 145 40. .5 L.,] :3 AU G 03-50 24 9, .0 20,3 # 13 AUG 1400 85 145. i.3 24.6 t 14 AUG CGiO 14b 4E. ,S 23,7 'J •S n4.c t " AUc� G _n 147 4c'zJ. 1 r 20,2 t i3 AUG 14i0 85 :�AJJJ rJ ,� 13 AU 41 GG 26 1°. .G 20.11 t 13 AUG 1420 87 13C• i•3 24.5 t 14 AUG :-J33 7J 142 4!. .4 23.4 13 AUS 0420 1-7 17. 10 20,5 t 13 AUG 1430 88 127. 1.3 1_4.5 t 14 AUG 0040 149 40. .4 23, 13 Au' G43G 29 22. .0 21.0 t 13 AUG 1440 89 123. 1.2 24.5 t 14 A;;Gi 'OQJO 150 .3 23.2 13 AUC 0440 29 21. .0 20.9 1 13 AUG 1450 90 12 0.. 1.2 24.5 t 14 AUG 0100 151 4 2 22.8 ` 3 2` .0 21.1 t 13 AUG 1500 91 'lc ^ ' c4J4 Q J• It. :,2 24.5 t 14 AUG 0110 :�2 ,0 .1., ,0 21.2 t 13 AUG 1510 92 111. 1. ^4. ' 53 - 0 f,'I. v.iVJ 31 251 L L *. 14 hV1: rALQ 1JJ ^'� • LJIV sz u^ n�.10 z1 `2 ' '4.5 t 14 AUG 0130 154 1?. .0 20.8 A,,., LE, ,0 21,3 t 13 AUG 1JL4 93 106. ..L 13 A'Ir. C 20 33 29. 10 1-1.5 t 13 AUG 1530 94 101. 1.2 24.5 t 14 AU'G C140 15Z .0 20.5 r`z^ 34 31. .G 21.6 t 13 AUG 1540 95 97• 1.2 24.4 t i4 AUG .150 156 ... .0 2C14 i� Aug CS;O Z5 32, 10 21.7 t 13 AUG 1550 96 94. 1.1 24.4 t 14 AU C200 157 .0 2^.3 ^, zc zz 0 21.9 t i3 AUG 1600 97 91. i•i 24.4 t 14 AU 0210 153 ,C 20.3 .� L'J J'� VV VJ / ;.'!E ':'c0 37 351 .1 22.0 t 13 AUG 1610 98 8°. 1.1 24.4 i 14 A;;O 0220 159 ,G 2G.2 ,z l it - 36. .1 22.1 t 13 AUG 1620 99 cc. L'4• , 1 14 AU G2a0 lbG �- .4 20.. :4.4 1a A:. 02zz z2 €4.^r ^9 L ,' t 13 AUG 1b34 100 40 i61 •G 20.: -. c'r �0 381 .1 L2.4 t 13 AUG 1640 101 Err 1.. _4,4 t :ti h� C_J. Ic. _. /G '_0,. 1J r. vVVV 16 AUU 064U 41 400 .1 ZZ.6 1 13 RUb 16DU NZ No 1.1 Z4,4 T 14 AUb UJUO 163 S. .0 20,2 3 AUG 0650 42 41. .2 22.8 # 13 AUG 1700 103 77. 1,1 24.4 # 14 AUG 0310 164 0. .0 20.2 3 AUG 0700 43 43. .2 23.0 X 13 AUG 1710 104 75. 1.1 24.4 X 14 AUG 0320 165 3. .0 20.2 3 AUG 0710 44 44, .2 23.1 # 13 AUG 1720 105 73. 1.0 24.4 X 14 AUG 0330 16L 0. 0.0 20.0 3 AUG 0720 45 45. .3 23.2 # 13 AUG 1730 106 71. 1.0 24.3 # 14 AUG 0340 167 1. .0 20.2 z AUG 0730 46 46, .4 23,4 # 13 AUG 1740 107 69. 1.0 24,3 X 14 AUG 0350 168 0. 0.0 20.0 AUG 0740 47 48, .5 23.7 # 13 AUG 1750 108 68. 1.0 24.3 X 14 AUG 0400 169 0. 10 20,1 13 AUG 0750 48 49, .6 23.9 # 13 AUG 1800 109 66, 1,0 24.3 # 14 AUG 0410 170 2. .0 20.2 3 AUG 0800 49 51, .7 24.1 X 13 AUG 1810 110 65, 1.0 24.3 X 14 AUG 0420 171 0. 0,0 20.0 3 AUG 0810 50 53, ,8 24,2 # 13 AUG 1820 111 65. 1.0 24.3 # 14 AUG 0430 172 0. .0 20,0 13 AUG 0820 51 61, 1.0 24.3 # 13 AUG 1830 112 64. 1,0 24.3 # 14 AUG 0440 173 0. .0 20.0 3'AUG 0930 52 68► 1.0 24.3 X 13 AUG 1840 113 63. 1.0 24.3 X 14 AUG 0450 174 0. .0 20.0 3 AUG 0840 53 73, 1.1 24.4 X 13 AUG 1850 114 63. 1.0 24.3 X 14 AUG 0500 175 0. .0 20.0 13 AUG 0850 54 79. 1.1 24.4 # 13 AUG 1900 115 63. 1,0 24.3 # 14 AUG 0510 176 0. .0 20.0 3 AUG 0900 55 85. 1.1 24,4 # 13 AUG 1910 116 62, 1.0 24.3 # 14 AUG 0520 177 0. .0 20.0 3 AUG 0910 56 92, 1.1 24.4 # 13 AUG 1920 117 62. 1.0 24.3 # 14 AUG 0530 178 0, .0 20.0 3 AUG 0920 57 101, 1.2 24.5 X 13 AUG 1930 118 62. 1.0 24.3 X 14 AUG 0540 179 0. .0 20.0 13 AUG 0930 58 116. 1.2 24.5 # 13 AUG 1940 119 62. 1.0 24.3 # 14 AUG 0550 180 0. .0 2010 3 AUG 0940 59 136. 1.3 24,5 # 13 AUG 1950 120 62. 1.0 24.3 # 14 AUG 0600 181 0. ,0 20.0 3 AUG 0950 60 156, 1.3 24.6 # 13 AUG 2000 121 61. 1.0 24.3 # 13 AUG 1000 61 211, 1.4 24.7 X 13 AUG 2010 122 61, 1.0 24.3 X X#XX###X##XX#XXX##XXXX#XX######X#X#X#XX##X#XX####X#X####XX#####X###XX####X#####XX#X#XXXX#XX#XX##X#XX##XXX##X##XX#X##X######X#XXX# ° AK OUTFLOW IS 379. AT TIME 10.83 HOURS FEAK FLO':: TIME MAXIMUM AVERAGE FLOU 6-HR 24-HR 72-HR 30.00-HR (CFS) (HR) (CFS) 379, 10.83 227, 93. 74. 74. (INCHES) 2.107 3.454 3.457 3.457 (AC-FT) 112, 184, 184. 184. A(( STORAGE TIME MAXIMUM AVERAGE STORAGE 6-HR 24-HR 72-HR 30.00-HR + {AC-FT) (HR) 1. PEA"; STAGE TIME MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 30.00-HR (FEET) (HR) 24487 10.83 24.68 23.50 22,81 22.S1 CUMULATIVE AREA = 1.00 SO MI #:X#t$M#XX�XX�:XXXXXX�IXXXXXXXXXXX#X###4:#�'XX1'XXX�X#X##X.X#XX1XX####XXXXXX#X#X#X##XX##XX#####'X#Xxt##X####XXXxXxxfX##l#X##XXXXXX#X#XX###: HYDROGRAPH AT STATION SUESTA FLAN 1t RATIO = .90 # # DA "u!d HRMINI ORD OUTFLOW STORAGE STAGE # DA MON HRMN ORD OUTFLOW STORAGE STAGE T DA MON HRzn ORD OUTFLOW STORAGE STAGE .,i AU5 0000 1 0. 0.0 20.0 X 13 AUG 1010 62 241. 1.5 24.7 X 13 AUG 2020 123 55. .9 24,2 '^ ' AUGQ 3 0 2' ° 1 :; AUG 203C� 124 Sr', 9 24.2 i3 AuivJl;; - Q, Q.0 �.0 X .-s n�G 10 CIJ 3 3, 1.6 ti.., , 2 z t r, t t i Z 'JU 0. 0.0 0.0 X .J AUG 10J0 64 31J. ..0 24.21 x J AKc 204 125 .14. .9 24.2 4 0. 0.0 20.0 X 13 AUG 1040 65 343. 1.6 24,S 1 12 AUG 2050 126 53. .9 24.2 c- Z 14 RUG VV9V J V. V.V LV.V ♦ iJ Mug 3VJV vv vnd. ♦... -.v + ..+ .,.... .- - r' - -••^ '13 AUG 0050 6 0, 0.0 20.0 t 13 AUG 1100 67 346. 1.6 24.8 t 13 AUG 2110 lib Ji. .8 24.2 3 QG 0100, 7 0. 0.0 20.0 t 13 AUG 1110 68 336. 1.6 24,8 t 13 AUG 2120 129 51. .8 24.1 3 AUG Oiu 8 • 0. 0.0 20.0 t 13 AUG 1120 69 326. 1.6 24.8 t 13 AUG 2130 130 51. .7 24.1 13 AUG 0120 9 0. 10 20.0 t 13 AUG 1130 70 310. 1.6 24.8 t 13 AUG 2140 131 50, .7 24.1 AUG 0134 10 0. .0 20.0 t 13 AUG 1140 71 296. 1.6 24.8 t 13 AUG 2150 131 50. .6 24,0 AUG 0140 11 0. .0 20.0 t 13 AUG 1150 72 284. 1.6 24.8 t 13 AUG &A. 133 49. •6 23.9 13 AUG 0150 12 0. .0 20.0 t 13 AUG 1200 73 266. 1.5 24.8 t 13 AUG 2210 134 4£. .5 4.3.8 �3 AUG 0200 13 0. .0 20.0 t 13 AUG 1210 74 250. 1.5 24.7 t 13 AUG 2220 135 48. .5 23.6 3 AUG 0210 14 0. .0 20.0 t 13 AUG 1220 75 236. 1.5 24.7 t 13 AUG 2230 136 47. .4 23.5 13 AUG 0220 15 0. .0 20.0 t 13 AUG 1230 76 224. 1.5 24.7 t 13 AUG 2240 137 46. .4 23.4 J3 AUG 0230 16 0, ,0 20.1 t 13 AUG 1240 77 209. 1.4 24,7 t 13 AUG 2250 138 45. .3 23.3 3 AUG 0240 17 2. .0 20.2 t 13 AUG 1250 78 194. 1.4 24.7 t 13 AUG 2300 139 PIS. .3 23.3 13 AUG 0250 18 0. ,0 20.2 t 13 AUG 1300 79 182. 1,4 24.6 t 13 AUG 2310 140 45. .3 d. c 3 0300 19 3. .0 20.2 t 13 AUG 1310 80 171. 1.4 24.6 t 13 AUG 2320 141 44. .3 23.2 3 AUG 0310 20 ,)AUG1 .0 20.2 t 13 AUG 1320 81 158. 1.3 24.6 t 13 AUG 2330 142 44. 12 23.1 l) AUG 0320 All 4. .0 20.2 t 13 AUG 1330 82 144, 1.3 24.6 t 13 AUG 2340 143 44, ,2 23,1 13 AUG 0330 22 2, .0 20,2 t 13 AUG 1340 83 136.. 1.3 24.5 t 13 AUG 2350 144 43. .2 23.0 3 AUG 0340 23 b. .0 20.3 t 13 AUG 1350 84 131. 1.3 24.5 t 14 AUG 0000 145 i31 .2 23.0 i 03 AUG 0350 -14 3 1 . • • .0 20 2 t 13 AUG 1400 85 127 1.3 24.5 t 14 AUG 4010 146 43 2 '3 4 . . i . � 13 AUG 0400 25 7. .0 20.3 t 13 AUG 1410 86 124, 1.2 24.5 t 14 AUG 0020 147 42, ,2 22.9 03 AUG 0410 26 4. .4 20.2 t 13 AUG 1420 87 120. 1.2 24.5 t 14 AUG 0030 148 41. .2 ".8 3 AUG 0420 27 S. .0 20.3 t 13 AUG 1430 88 117. 1.2 24,5 t 14 AUG 0040 149 39. .1 22.5 13 AUG 0430 28 14. .0 20.5 t 13 AUG 1440 89 112. 1.2 24.5 t 14 AUG 0050 150 36. .1 22.2 3 AUG 0440 29 20. .0 20.8 t 13 AUG 1450 90 107. 1.2 24.5 t 14 AUG 0100 151 31. .0 21.7 3 AUG 0450 30 18. .0 20.7 t 13 AUG 1500 91 101. 1,2 24.5 t 14 AUG 0110 152 24, .0 21.1 3 AUG 0500 31 22. .0 21.0 t 13 AUG 1510 92 97. 1.2 24.4 t 14 AUG 0120 153 20. .0 20.8 13 AUG 0510 32 22, .0 20.9 t 13 AUG 1520 93 92. 1.1 24.4 t 14 AUG 0130 154 15, .0 20.5 0AUG C520 33 25, .0 21.1 t 13 AUG 1530 94 88. 1.1 24.4 t 14 AUG 0144 155 12. ,0 1. 71 AUG 0.,30 34 25. .0 21.2 t 13 AUG 1540 95 85. 1.1 24.4 t 14 AUG 0150 156 10. 2G.3 13 AUG 0540 35 27. .0 21,3 t 13 AUG 1550 96 82. 1.1 24.4 t 14 AUG 0200 157 S. .0 20,3 0 :!C C550 36 28, .0 21.4 t 13 AUG 1600 97 79. 1,1 24.4 t 14 AUG 0210 158 L. .0 20.3 AUG AU 0600 37 29. .0 21.5 t 13 AUG 1610 98 77. 1.1 24.4 t 14 AUG 0220 159 5. .0 20.2 13 AUG 0610 38 30, .0 21.6 t 13 AUG 1620 99 76. 1.1 24.4 t 14 AUG 0230 160 3. 10 20.2 3 AU3 0620 39 32, .0 21.7 t 13 AUG 1630 104 74. 1.1 24.4 t 14 AJG 0240 161 3. ,0 24,2 3 AUG 0630 40 33. .0 21.8 t 13 AUG 1640 101 73. 1.0 24,4 t 14 AUG 0250 162 3. .0 20.2 13 AUG 0640 Al 34, .1 22.0 t 13 AUG 1650 102 71. 1.0 24.3 t 14 AU3 0300 163 0. .0 2012 03 AUG 0650 42 36. 11 2211 t 13 AUG 1700 103 69. 1.0 24.3 t 14 AUG 0310 164 3. .4 20,2 3 AUG 0700 43 37. .1 22.3 t 13 AUG 1710 104 67. 1.0 24.3 t 14 AUG 0320 165 0. 0.0 20.0 3 AUG 0710 44 39. ,1 22.5 t 13 AUG 1720 105 65. 1.0 1.4.3 t 14 AUG 0330 166 0. 10 20,1 13 AU51 0720 45 41. .1 22.7 t 13 AUG 1730 106 64. 1.0 24.3 t 14 AUG 0340 4wiW 1, ,0 20.2 2i',S t 13 AUG 1744 107 W2 3 AUG Gi O 4 44, . 1.0 N.3 t 14 HUG 0350 168 0. 0.0 20.0 3 AUG 0730 46 42. ._ '' ' t 13 AUG 1750 108 1.1. 1.0 24.3 t 14 AUG 0400 169 0. .0 20.0 ti . ,_ .s.,. 13 AUG 0750 48 45. ,3 23.2 t 13 AUG 1800 109 59. .9 24.3 t 14 AUG 0410 170 .0 20.0 3 AUG 0300 49 46. .4 23,4 t 13 AUG 1810 110 52. 2 •3 UG 2 7 A. 2 . 9 4 t: 14 AJG C4i0 1 1 G 1 3 AUG-0810 50 481 .5 23.7 t 13 AUG 1820 111 5£. ,9 24.3 3 14 AUG 0430 I'r2 2. ,0 20.1. i3 AUG 0320 51 49, .6 23.9 t 13 AUG 1830 112 57. .? 24.3 t 14 AUG 0440 1113 G. 0.0 20.0 '3 AUG 0830 52 51. .7 24.1 t 13 AUG 1840 113 57. .9 24.2 t 14 AUG 0450 174 0. .0 20.0 3 AUG 0340 53 54. .9 24.2 t 13 AUG 1850 114 J6. .9 24.2 t 14 AUG 0500 175 J, 10 20,0 13 AUG 0c50 54 65. 1.0 24.3 t 13 AUG 1900 115 56. .9 24.1 t 14 AUG 0510 176 C. .0 2010 I3 AU3 A90G J5 73. 1.1 24.4 t 13 AUG 1910 116 56. .9 24.2 t 14 AUG 0520 177 0. .0 20.0 3 AJ3 OS10 56 £0. 1.1 24.4 t 13 AUG 1920 117 56. .S 24.2 t la AUG 0530 17£ G. •0 20,4 3 AUG 0920 57 90. 1.1 24.4 t 13 AUG 1930 118 56. .9 24.2 t 14 AUG 0540 179 .0 20.0 13 AUG 0930 58 104. 1.2 24.5 t 13 AUG 1940 119 56. .9 24.2 t 14 HUG 055E 180 C. .0 20.0 3 AUG 0940 59 123. 1.2 24.J t 13 AUG 19%) 120 55. ,9 24.2 t 14 AUG -600 181 C', .0 20.0 3 AN 0°50 60 145. 1,3 24.6 t. 13 AUG 2000 121 55. .9 24.2 t A:: 1000 61 162. 1.3 24.6 t 13 AUG 2010 122 SJ. .° 24.2 t t t :1:i�.r:��Ittttttta:tttttt:tt:t:t�ttttttlt:�:ttttttttttt�tttttttttttsttxilttlttIitiltt�tttait►�T14+Iti+#Xt#tttttttt:�:;:�:X.�.�:k4�:t:t�#t:tt:tttt�tt I =';Af, :Uir'LOU IS 346. AT TIME 11.00 "'0URS i EAK FLOW TIME MAXIMUM AVERAGE FLOW 6-HR 24-HR 72-HR 30-00-HR lCFS1 (HR) I (CFS) 346. 11-00 202. 82. 66. 66, (INCHES) 1.878 3.061 31063 3.063 ' (AC-FT) 100. 163, 163. 163. I ; ` MAXIMUM AVERAGE STORAGE EAK STORAGE TIME I ; 6-HR 24-HR 72-HR 30,00-HR �(AC-FT) (HR) 1 1. 11 11.40 EAK STAGE TIME MAXIMUM AVERAGE STAGE 6-HR 24-HR 72-HR 30.00-HR . (FEET) (HR) 24.84 11,00 24.64 23.25 22.63 22,63 CUMULATIVE AREA = 1.00 S() MI i HYDROGRAFH AT STATION SUBSTA FLAN 1+ RATIO = .88 � � � STAGE �iA MC'( HF;"id CRD OUTFLOW STORAGE STAGE # DA MON HRMN ORD OUTFLOW STORAGE STAGE t DA MON HEMN ORD OUTFLOW ,,TOPACE. 2 2 13 AUG 0000 1 0. 0.0 20.0 # 13 AUG 1010 62 225, 1.5 24,7 # 13 AUG 2416 123 54. 4• 13 AUG 0010 2 0. 0.0 20.0 * 13 AUG 1020 63 289. 1.6 24.8 * 13 AUG 2030 124 53. ,9 '4-2 3 AUG 0020 3 0, 0.0 20.0 # 13 AUG 1030 64 309. 106 24.8 # 13 AUG 2040 125 53. .8 :4.� 3 AUG O030 4 0. 0.0 '0.0 # 13 AUG 1040 65 332, 116 24,3 # 13 AUG 2050 126 52• -S 24•2 AUGr r 0, 0.0 20.0 # 13 AUG 1050 66 33J, 1.6 24.E # '.3 AUG 2100 127 52, ,8 24.2 i 1., r�Ju J4aJ 3 AUG 0054 6 0. 0.4 24.0 # 13 kUG 1104 67 337, 1,6 24.8 # i3 AUG 2i10 122 51, .8 3 AUG 0100 7 0. 0.0 20.0 # 13 AUG 1110 68 329. 1.6 24.E # 13 AUG 2120 129 51. .7 24.1 50. .7 24.1 3 AU 0110 8 0. 0.0 20.0 # 13 AUG 1120 69 318, 1.6 24-8 # 13 AUG 213C i30 13 AUG 0120 9 4, 0.0 24.0 # 13 AUG 1130 70 303. 1.6 24.8 # 13 AUG 1-140 131 50, .6 24,G '•'r 0i30 10 0. .0 ''0.0 # 13 AUG 1140 71 '89, 1.6 24.E 13 AUG ZiSU 132 49- .5 23.8 �b h" 3 AUG 0140 11 4. -0 ?0.0 # 13 AUG 1150 72 274. 1.5 24,5 # 13 AUG 2200 133 48. ,5 2.,. 13 AU5 C150 i2 0, .0 io.0 # 13 AUG 1200 73 260, 1-5 24,7 # i3 AUG 221C 134 47. ,4 23.6 2 3 AUG 0200 13 0. .0 20.0 # 13 AUG 1214 74 243, 1.5 '4.� # 13 AUG "�0 A 45. ', 23.3 A � 4J. .� z " G210 14 0. .G 20.0 # 13 AUG 1220 75 230. 1.5 24., # AUG 2110 3 Auu 1.4 24.1 # 13 AUG 2240 137 45. •� 13 AUG G220 15 0. .0 20.0 # 13 AUG 1230 76 216. ,, AU5 C23016 0. .0 20.1 # 13 AUG 1240 77 199. 1.4 24.7 13 AUG 2250 138 44,i3 A°JG 02a0 17 1. .4 20.2 # 13 AUG 1250 7S 187. 1.4 24.6 # 13 AUG 2300 139 44. .223.1 j13 13 AUG 0'S0 l0 1. .0 20.2 # 13 AUG 1300 79 175. 1.4 24.6 # 13 AUG 2310 140 43. .2 23,0 13 AUC 0300 19 2, .0 20.2 t 13 AUG 1310 80 162. 1.3 24.6 # 13 AUG '-320 141 43. .2 23-0 i3 AU 0310 '0 2. .0 20.2 # 13 AUG 1320 S1 148. 1.3 24.6 # 13 AUG 2330 142 42, ,2 22.9 AU5 032G 21 3. .0 20.2 # 13 AUG 1330 SZ 135, 1,3 '4.6 # 13 AUG 2340 143 42, .2 22,9 �^ 071 ^n 3, .0 20.2 # 13 AUG 1340 83 132. 1.3 �4.5 # 13 AUG 2350 144 42, j� tiVu J�JJ :. 3 AUG 0340 ''3 4, .0 20.2 t 13 AUG 1350 84 128. 1.3 Za.S is AUG 0G00 i45 42, .2 2-• 22 8 3 AU5 03J0 24 4. .0 2G.2 # 13 AUG 1400 85 125, 1.2 24-5 # 14 AUG 0014 1a6 41. 228 kU: 0av0 'S 5. .4 no., # 13 AUG 1410 S6 121. 1.2 24,5 # 14 AUG 0020 la7 41' •1 Inn �c q, .0 n0.2 # 13 AUG 1420 87 117, 1.2 24-5 # 14 AUG 0030 148 44. -- :S z E 114, 1.2 24.` 14 AUG 0040 149ZZ.a 1, `,G 'a2n 2' 6, ,0 �0.3 # 1. AUG 1434 S ^2 n. .0 20.3 # 13 AUG 1440 S9 108. 1.2 14.5 4 14 AUG 0050 i50 35• •1 - '1 :; A'Ju 04- Zc 8• ? Za.S # la AUG 0100 :J1 2S, .0 21,a G440 29 19. .0 ZC•8 # 13 AUG 1454 94 iO3. 1•. , 5 -LZ-- 13 AUG 0450 30 18. .0 NJ t 13 AUU 1JVV 71 70• ,0 20,8 # 13 AUG 1510 42 93. 1.1 24.A X 14 AUG 0124 153 19• .0 �0�5 (33 A'UG 0500 31 L0• 0 20.4 n? .0 20.9 t 13 AUG 1520 93 89. 1.1 24.4 t 14 AUG 0130 154 14. 2AUG 0510 ' 3 �-•3 p ''1 0 # 13 Al►G 1530 9� B5. 1.1 24.4 t 14 AUG 4140 155 1=' ''0 AUG Q5'4 3� 2 ' ` ' t3 AUG 0530 34 24. .0 21.1 t 13 AUG 1540 95 E2. 1.1 24.4 t 14 AUG 0150 156 10• ,0 20.3 ,p 21.2 X 13 AUG 1550 96 79. 1.1 24.4 t 14 AUG 0204 157 B. ,� �' AUG 0540 35 2b. 1.1 24.4 t 14 AUG 0210 158 6' r0 20.2 AUG 0550 3b 21, 0.3 .4 21.3 X 13 AUG 1600 97 75. 13 AUG 0600 37 28• ,p 21.4 t 13 AUG 1610 98 75. 1.1 24,4 # 14 AUG 4220 1S9 5' ,3. 0 20.2 3 AUG 0610 38 291 .0 21.5 # 13 AUG 1620 99 74• 1�0 '4,4 # 14 AUG 0240 161 4. .4 20.2 13 AUG 0620 39 30. .0 21.6 t 13 AUG 1630 100 12• 2, ,0 20.2 3 AUG 0630 40 31. .0 21.7 X 13 AUG 1644 101 71. 1.0 24.3 t 14 AUG 0250 162 p 20 2 1 ,0 . .8 t 13 AUG 1650 102 69. 1.0 24.3 t 14 AUG 0300 163 3• .0 20,1 3 AUG 0640 41 33, 3 AUG 0650 42 35. .1 22.0 t 13 AUG 1700 103 bl. 1.0 24.3 X 14 AUG 0314 164 0• 1 1.0 24,3 t 14 AUG 0320 165 0. .0 20.2 3 AUG 0704 43 36. .1 22.1 t 13 AUG 1710 104 65. 1.0 24.3 X 14 AUG 0334 166 .0 20.2 AUG 0710 44 37. .1 22.3 # 13 AUG 1720 105 b 4.3 AUG 0720 45 3Q• ,1 22.5 t 13 AUG 1730 106 62. 1.0 24.3 # 14 AUG 4344 167 4. 4.4 20.0 3 AUG 0730 46 41. .1 22.7 # 13 AUG 1740 107 60. 1.0 24.3 X 14 AUG 0350 168 0' 1 0 20,0 13 AUG 0740 47 43. .2 23.0 t 13 AUG 1754 108 59.. 9 24.3 t 14 AUG 0400 169 0• .9 24.3 t 14 AUG 0410 114 0' ,2 23.1 t 13 AUG 1804 109 5E. , ' 3 AUG 0750 48 44• 9 24.2 t 14 AUG 0420 171 0• 0 20,1 03 AUG 0800 49 45. .3 23.3 t 13 AUG 1810 110 57• ., �l ,9 24.2 t 14 AUG 0430 172 0. .0 20.1 13 AUG 0810 50 46. .4 23.5 t 13 AUG 1820 111 56, ,, 5 23.7 t 13 AUG 1830 112 56. 9 24,2 X 14 AUG 4440 173 4, .0 20.1 AUG 08:0 51 48. ,9 24.2 t 14 A'UG 0450 1740, .0 .0.1 11'3 AUG 0830 52 50. .6 24.0 t 13 AUG 1840 113 55. .9 24.2 t 14 AUG 0500 175 0. .4 24.1 ,8 24.1 t 13 AUG 1850 114 55. ? 13 AUG 0840 53 51• .9 24.2 t 14 AUG 0510 176 0. .0 110.1 3 AUG 0850 54 57. .9 24.3 t 13 AUG 1900 115 • .0 20.1 3 AUG 0900 55 b9. 1.0 24.3 t 13 AUG 1914 116 55• 9 24.2 t 14 AUG 0520 171 0' 0 1410.1 ., � .9 24.2 X 14 AUG C530 178 0' .0 '0,1 �3 AUG OS10 56 77. 1.1 24.4 # 13 AUG 15.0 117 .,4. rq 24.2 t 14 AUG 0`40 179 0• 2 1 AUG 0920 57 87. 1.1 24.4 t 13 AUG 1930 116 4• .9 24.2 X 14 AUG 0550 lE0 0. .0 0.1 3 AUG 0930 58 101, 1.2 24r5 t 13 AUG 1940 119 54• 9 24,2 X 14 AUG 0600 181 0. .0 24.1 3 AUG 4940 59 120. 1.2 14.5 t 13 AUG 1950 120 54• ,9 24.2 t 13 AUG 4950 60 141. 1.3 24.6 t 13 AUG 2000 121 J4• 9 ?4.2 # AUG 1000 61 160. 1.3 24.6 t 13 AUG 2010 122 `�• t $�'t$XXXXttXXX####ttttXtX$tXtXX##tXtt#XXttXXtXtttXXttttt#XXXtX*tttXt#XXXXXtXXXX$t$$t$tttXXXXtXttXtttttl:XtXXX$XXX$XtXtXtt##ttX AP; OUTFLOG IS 337. AT TIME 11.00 HOURS EAK FLOU TIME MAXIMUM AVERAGE FLOV 6-HR 24-HR 72-HR 30.00-HR ;+ (CFS) (HR) (CFS) 337, 11.00 196. 80. 64, 64. (INCHES) 1.820 2.963 2.964 2,904 (AC-FT) 97. 158. 158. 15E. Al, STORAGE TIME MAXIMUM AVERAGE STORAGE 6-HR 24-HP 72-HR 3C.00-HR (AC-FT) NMI) 2, 11.00 1. EAK STAGE TIME MAXIMUM AVERAGE STAGE 6-HR 2 4-H R 72-HR �O.OG-HR } (FEET) (HR) F 22,59 �4.93 11.00 24.63 23.22 22. CUMULATIVE AREA = 1.00 SO MI / :$�'$$$$$$$$$$$$$IYITiITTZI$$XI$a:$�$'t�$$$�.R:7�#$;t:'it$ti:$i►.$.�:.t.zs�;�ly.rtt�K:t�r�.$t$$$1 3 HYDROGRAPH AT STATION SUBSTA PLAN 1t RATIO = .75 ####t#kt##t##1##1t#tt#tt###k####ktt##k#kk####tktllt#k###t#kktt#1###tkk#########!ck##########t#k#k########t#k####k##2k##k#####1 t # k DA MON HRMN ORD OUTFLOW STORAGE C MON HRMN ORD OUTFLOW STORAGE STAGE t DA MON HRMN ORD OUTFLOW STORAGE STAGE r # 1 13 AUG 0000 1 0. 0.0 20.0 # 13 AUG 1010 62 160. 1.3 24.6 t 13 AUG 2020 123 46. ,4 13 AUG 0010 2 06 0,0 20.0 t 13 AUG 1020 63 211, ' 1.4 24.7 t 13 AUG 2030 124 46. .3 13 AUG 0020 3 0, 0.0 20.0 t 13 AUG 1030 64 266. 1.5 24.8 t 13 AUG 2040 125 45. .3 13 AUG 0030 4 0, 0.0 20.0 1 13 AUG 1040 65 279. 1.5 24.8 t 13 AUG 2050 126 45. .3 13 AUG 0040 5 0. 0.0 20,0 t 13 AUG 1050 66 289. 1.6 24.8 t 13 AUG 2100 127 45. .3 13 AUG 0050 6 0. 0,0 20.0 t 13 AUG 1100 67 291, 1,6 24.8 1 13 AUG 2110 128 44. .2 13 AUG 0100 7 0. 0.0 20,0 t 13 AUG 1110 68 287. 1,6 24.8 t 13 AUG 2120 129 43, .2 13 AUG 0110 8 0. 0,0 20,0 t 13 AUG 1120 69 277. 1.5 24.8 1 13 AUG 2130 130 41, ,2 13 AUG 0120 9 0. 0.0 20.0 t 13 AUG 1130 70 265. 1.5 24.8 t 13 AUG 2140 131 40, .1 13 AUG 0130 10 0. 0.0 20.0 t 13 AUG 1140 71 250. 1.5 24.7 t 13 AUG 2150 132 39, .1 13 AUG 0140 11 0, ,0 20,0 t 13 AUG 1150 72. 232. 1.5 24.7 t 13 AUG 2200 133 38. .1 13 AUG 0150 12 0, .0 20.0 t 13 AUG 1200 73 217. 1.5 24.7 t 13 AUG 2210 134 37, .1 13 AUG 0200 13 06 .0 20.0 t 13 AUG 1210 74 204. 1.4 24.7 t 13 AUG 2220 135 37. .1 13 AUG 0210 14 0. .0 20.0 1 13 AUG 1220 75 190. 1.4 24.6 t 13 AUG 2230 136 36, .1 13 AUG 0220 15 0, .0 20,0 t 13 AUG 1230 76 178. 1.4 24.6 t 13 AUG 2240 137 36. .1 13 AUG 0230 16 0. ,0 20.0 t 13 AUG 1240 77 163, 1.3 24.6 t 13 AUG 2250 138 36. .1 13 AUG 0240 17 0. .0 20.0 t 13 AUG 1250 78 147, 1.3 24.6 t 13 AUG 2300 139 36. .1 13 AUG 0250 18 0. .0 20.1 t 13 AUG 1300 79 138. 1.3 24.6 t 13 AUG 2310 140 36. .1 13 AUG 0300 19 2. .0 20.2 * 13 AUG 1310 80 133. 1.3 24.5 # 13 AUG 2320 141 35. .1 13 AUG 0310 20 0. 00 20.2 t 13 AUG 1320 81 128, 1.3 24.5 t 13 AUG 2330 142 35. .1 13 AUG 0320 21 3. .0 20,2 t 13 AUG 1330 82 124, 1.2 24.5 t 13 AUG 2340 143 35. .1 13 AUG 0330 22 0. .0 20.1 t 13 AUG 1340 83 119. 1.2 24.5 t 13 AUG 2350 144 35. ,1 13 AUG 0340 23 3. .0 20.2 t 13 AUG 1350 84 115, 1.2 24.5 t 14 AUG 0000 145 35. ,1 13 AUG 0350 24 2, .0 20.2 1 13 AUG 1400 85 110. 1.2 24.5 # 14 AUG 0010 146 35. .1 AUG 0400 25 4. .0 20.2 t 13 AUG 1410 86 104, 1.2 24.5 t 14 AUG 0020 147 35. 11 13 AUG 0410 26 3. .0 20.2 t 13 AUG 1420 87 98. 1.2 24.5 t 14 AUG 0030 148 33, .0 13 AUG 0420 27 5. .0 20.2 t 13 AUG 1430 88 93. 1.1 24.4 t 14 AUG 0040 149 30. .0 13 AUu 0430 28 3. .0 20.2 t 13 AUG 1440 89 88. 1.1 24.4 t 14 AUG 0050 150 27. .0 13 AUG 0440 29 6. .0 20.3 t 13 AUG 1450 90 84. 1.1 24.4 # 14 AUG 0100 151 23. .0 13 ALC 0450 30 3. .0 20,2 1 13 AUG 1500 91 60. 1.1 24.4 t 14 AUG 0110 152 20. .0 13 Aug 0500 31 11. .0 20.4 t 13 AUG 1510 92 76, 1.1 24.4 t 14 AUG 0120 153 15. .0 13 AUG 0510 32 16. .0 20.6 t 13 AUG 1520 93 73. 1.0 24.4 t 14 AUG 0130 154 13. .0 13 AUG 0520 33 18. .0 20.7 t 13 AUG 1530 94 70, 1.0 24.3 t 14 AUG 0140 155 10. .0 13 AUG 0530 34 16. .0 20.6 t 13 AUG 1540 95 68. 1.0 24.3 t 14 AUG 0150 156 S. .0 13 AUG 0540 35 21, .0 20.9 t 13 AUG 1550 96 66. 1.0 24.3 t 14 AUG 0200 157 7. .0 13 AUG 0550 36 19, 10 20,7 k 13 AUG 1600 97 65. 1.0 24.3 t 14 AUG 0210 158 5, .0 13 AUG 0600 37 22. .0 21.0 t 13 AUG 1610 98 63. 1.0 24.3 # 14 AUG 0220 159 3. .0 13 AUG 0610 38 22. .0 20.9 t 13 AUG 1620 99 62. 1.0 24.3 : 14 AUG 0230 160 3. .0 13 AUG 0620 39 24. .0 21.1 t 13 AUG 1630 100 61, 1.0 24.3 t 14 AUG 0240 161 3. ,0 13 AUG 0630 40 24. .0 21.1 t 13 AUG 1640 101 60, 1.0 24.3 t 14 AUG 0250 162 0. .0 13 AUG 0640 41 26. .0 21.2 t 13 AUG 1650 102 59. .9 24.3 t 14 AUG 0300 163 4. .0 13 AUG 0650 42 27. .0 21.3 t 13 AUG 1700 103 57. .9 24.3 t 14 AUG 0310 164 0. .0 13 AUG 0700 43 29, .0 21.5 # 13 AUG 1710 104 56. .9 24.2 t 14 AUG 0320 165 0. .0 13 AUG 0710 44 30, .0 21.6 t 13 AUG 1720 105 55. .9 24.2 t 14 AUG 0330 166 0. ,0 13 AUG 0720 45 32. .0 21.7 t 13 AUG 1730 106 53, ;9 24.2 t 14 AUG 0340 167 0. .0 13 AUG 0730 46 33, .0 21.9 t 13 AUG 1740 107 52. .8 24.2 1 14 AUG 0350 168 0. .0 13 A0 0740 47 35. .1 22.1 t 13 AUG 1750 108 51. .8 24.2 1 14 AUG 0400 169 0. .0 13 AUG 0750 48 37. .1 22.2 t 13 AUG 1800 109 51. .8 24.1 t 14 AUG 0410 170 2, .0 13 AJG 0c00 49 38. .1 22.4 t 13 AUG 1610 110 51. ,7 24.1 t 14 AUG 0420 171 0. 0.0 AUG 0810 50 40. .1 22.7 t 13 AUG 1820 111 50. .7 24.1 t 14 AUG 0430 172 0. .0 .� AJ 0320 51 42. .2 22.9 t 13 AUG 1830 112 50, .6 24.0 1 14 AUG 0440 173 0. .0 13 A'U3 K30 52 44. .2 23.1 t 13 AUG 1840 113 50. .6 23.9 1 14 AUG 0450 174 0. .0 13 A'20 084:, 53 45. .3 23.3 t 13 AUG 1850 114 49. 23.8 t 14 AUG 0500 175 0. .0 13 A:? OHO 54 47. .4 23.5 1 13 AUG 1900 115 48. .5 23.8 1 14 AUG 0510 176 0. ,0 F• zy AUG 0900 55 49, ,5 23.9 # 13 AUG 1910 116 48. .5 23,7 # 14 AUG v:,zv 1ii V• .V ;V,v b # 14 AUG 0534 178 G, .0 20.0 AUG 0910 56 51. .7 24.1 # 13 AUG 1920 117 47. .5 23. AUG O920 V 60. .9 24.3 # 13 AUG 1930 118 47. .4 23.6 # 14 AUG 0540 179 0. .0 20.0 AUG 0930 59 84. 1.1 24.4 t 13 AUG 1940 119 47. .4 23,5 X 14 AUG 0550 180 0, .4 24.0 AUG 0940 59 103, 1.2 24.5 # 13 AUG 1950 120 47. .4 23.5 # 14 AUG 0604 181 0. .0 20,0 AUG U50 60 123. 1.2 24.5 t 13 AUG 2000 121 46. .4 23.5 AUG 1000 61 144. 1.3 24.6 # 13 AUG 2010 122 46. .4 23.4 # �K OUTFLOW IS 291. AT TIME 11.00 HOURS � I UM AVERAGE FLOW MAXIM .AK FLOW TIME i 6-HR 24-HR 72-HR 30.00-HR 4 (CFS) (HR) 'I (CFS) 291. 11.00 164. 66, 53. 53. I (INCHES) 1.529 2.471 2.472 2.472 (AC-FT) 82. 132. 132. 132. OAK STORAGE TIME MAXIMUM AVERAGE STORAGE i 6-HR 24-HR 72-HR 30.00-HR (AC-FT) (HR) ' 2 11.04 1. 0. 0, 1, 'EAK STAGE TIME MAXIMUM AVERAGE STAGE fi 6-HR 24-HR 72-HR 30.00-HR f (FEET) (HR) 24.78 11.00 24,.V «A. 1 CUMULATIVE AREA = 1.00 SO MI HYDROGRAFH AT STATION SUYSTA FLAN lr F;aTIC = .L3 K�##:K#K%'#K#y.tt#Kt##xK#K�kt#KKt##t�XtK##t#t:KK##t:#############�:####xtxt:xxtKtxKKttttxt?:ttt*:tX1�:�K1:tx#KF#i#K##?:tKKxxKtKtxxX##ttKKi#t#. # A MON HRMN ORD OUTFLOU STORAGE STAGE t DA MON HRMN ORD OUTELC2 STORAGE STAGE t DA MON HF;!� OF;U UUTfLUU STORAGE STAGE 1 I 13 AUii 0000 1 0. 0.0 20.0 # 13 AUG 1010 62 142. 1.3 24.6 t 13 AUa 2020 123 37. .1 22.3 3 AUG 0010 2 0, 0.0 20.0 t 13 AUG 101-0 63 156, 1.3 24,6 # 13 AUG 2030 124i A'J�.0 20 3 0. 0.0 2G,0 t 13 AUG 1030 64 i71. 1.4 24.6 t 13 AUG 2040 125 ✓'; •1 2 n1l 1.5 24.7 t 13 AUG 2050 126 '6 .1 13 AU3 003G 4 0. 0.0 20.0 t 13 AUG 1040 6 :• 13 AUG OOaO 5 0, 0.0 20.0 t 13 AUG 1050 66 243. 1.5 24.7 t 13 AUG 2100 127 35. .1 22.1 �. 2'� JJI ,1 22,0 .1 3 AUG 0050 6 0. 0.0 20.0 # 13 AUG 1100 67 ��. 1.5 24.7 # 13 AUG 2110 120 13 AUG OIOC 7 0. 0.0 20.0 t 13 AUG 1110 68 235. 1.5 24.7 t 13 AUG 2120 129 3a. .0 21.5 13 AUG 0110 ow 0. 0.0 20.0 t 13 AUG 1120 69 224, 1.5 24.7 t 13 AUG 2130 130 32, .0 21,2 �3 AUG 0120 9 0. 0.0 20.0 # 13 AUG 1130 70 215. 1.4 24.7 t 13 AUG 2140 131 3'_. .0 21.7 ; .3 AUG 0130 10 0. 0.0 20.0 # 13 AUG 1140 71 2G3, 1.4 24.7 # 13 AUG 2150 132 31. .0 21,7 ^2 1.4 24.7 t 13 AUG 2200 133 .0 21.6 13 AUG 0140 11 0. 0.0 20.0 # 13 AUG 1150 12 lr ;3 AUG G150 12 0. G,0 20,0 13 AUG 12G0 73 179. 1.4 24.6 t 13 AUG 2210 134 30. .0 21.6 i G 2G G t 13 AUG i210 74 164. 1.3 24.6 t 13 AU o 2220 135 3G, ,C 21.6 1.3 AUG 0200 13 0. 2i•5 r� 0 20.0 t 13 AUG 1220 75 149. 1.3 24.6 t 13 AUC 2230 136 3G. .0 AUG �_]4 la 4• AL1301-20 15 0. .0 20.0 t 13 AUG 1230 76 140. 1.3 24.6 t ,3 AUG 2240 137 3c. .0 0 16 4 .0 '0,0 t 13 AUG 1240 77 134. 1.3 24.5 1 A!15 _2D4 1'2 21.5 13 AUG 0240 17 U. •0 20.0 t 13 AUG 1250 24.5 t 13 AUG 2c0 139 i3 AJ3 02ro i° G, .G 2 , .rv.G t 13 AUGkUG 1340 79 1 1 '' 2'a.5 t 13 AUG 2310 140 L AUG 0300 19 0. .0 20,0 # 13 AUG 1310 b0 iia, l,^ &111 •- "- 3 AUG 0310 20 0. .0 20.1 # 13 AUG 1320 81 113. 1.2 24.5 # 13 AUG 2330 142 29. .0 21.5 3 AUG 03.0 ''1 2, .0 24,2 t 13 AUG 1330 82 106. 1.2 24.5 # 13 AUG 2344 143 29. .0 21,5 3 AUG 0334 �2 0. .0 20.2 t 13 AUG 1340 83 99. 1.2 24,5 # i3 AUG 2350 144 29. .4 21.5 3 AUG 0340 23 3. ,0 20,. t 13 AUG 1350 84 92. 1.1 24.4 t 14 AUG 0000 145 29. t0 21.5 � AUG 0350 '4 0. .0 20.1 # 13 AUG 1404 85 S7. 1,1 24.4 t 14 AUG 0010 146 29. .0 21.5 i - 24 4 t 14 AUG 0020 147 28, .0 21.4 AUG 0400 25 3, .0 20.2 t 13 AUG 1410 Bb B1, 1,1 13 AUG 0410 26 0. .0 20.1 # 13 AUG 1420 87 76. 1.1 24.4 # 14 AUG 0034 148 27. .0 21,3 i 3 AUG 0420 27 3. .0 20.2 t 13 AUG 1430 88 72. 1.0 ' 24.4 t 14 AUG 0040 149 .5. .0 .1,I 13 AUG 0430 28 2. .0 20.2 # 13 AUG 1440 89 69. 1.0 24.3 t 14 AUG 0050 150 22. .0 20.9 j 13 AUG 0440 29 5. .0 20.2 t 13 AUG 1450 90 66. 1,0 24.3 X 14 AUG 0100 151 19. .4 20.8' , 3 AUG 0454 30 2. .4 20.2 # 13 AUG 1500 91 64. 1.0 24.3 # 14 AUG 0110 152 16. .0 20.6 3 AUG 0500 31 6. .0 ,.0.2 t 13 AUG 1510 92 61 1.0 24.3 t 14 AUG 0120 153 13. .0 20.4 13 AUG 0510 32 2. .0 20.2 1 13 AUG 1520 93 59. .9 24.3 # 14 AUG 0134 154 10. .0 20.4 _. 3 AUG 0520 33 6, .0 20.3 t 13 AUG 1530 94 57. .9 24.3 # 1" AUG 0140 155 9. .4 20,3 j 3 AUG 0530 34 2. .0 20.2 t 13 AUG 1540 95 56. .9 24.2 # 14 AUG 0150 156 7. .0 '0,3 3 AUG 0540 35 12. .0 20,4 t 13 AUG 1550 46 55. .9 24.2 t 14 AUG 0200 157 5. .0 20.2 13 AUG 0550 36 13. .0 20.5 t 13 AUG 1600 97 54, .9 24.2 t 14 AUG 0.10 158 4. .0 2C.� 20.2 3 AUG 0600 37 13. .0 20,6 t 13 AUG 1610 98 53, .8 24,2 t 14 AUG 0220 159 3. .0 0 3 AUG 0610 38 13, .0 20.5 # 13 AUG 1620 99 52. 8 24.2 t 14 AUG 0230 1b0 3. ? ,' 13 AUG 06.0 39 19. .0 20,7 t 13 AUG 1630 100 51, .8 24,2 # i4 AUG 0240 161 1. .0 -0 : i 3 AUG 0630 40 15. .0 20.5 t 13 AUG 1640 101 51, .8 24.1 t 14 AUG 0250 162 1. .0 20.2 .7 24.1 t 14 AUG 0300 163 1. .0 20.2 3 AUG 0640 41 21, .0 20.9 t 13 AUG 1650 102 51. ., ., 13 AUG 0654 42 18, .0 20.7 t 13 AUG 1700 107W 50, 7 24.1 t 14 AUG 0310 164 0. ,0 -0.2 3 AUG 0700 43 23, .0 21.0 # 13 AUG 1714 144 50. 6 24.0 t 14 AUG 0320 165 1. ,0 20.2 13 AUG 0710 44 .1. .0 20.9 t 13 AUG 1720 105 49, .5 23,8 # 14 AUG 0330 166 0, 0.0 20.0 b t 14 AUG 0340 167 0. • 3 AUG 07.0 45 .4. .0 .1.1 # 13 AUG 1730 lOb 4E. .5 23. 0 20.0 13 AU3 0730 46 .5, .0 .1.1 t 13 AUG 1740 107 46. ,4 .3.5 # 14 AUG 0350 168 0. .0 '0.4 43 AUG 0740 47 27. .0 21.3 t 13 AUG 1750 108 45. .3 23.3 t 14 AUG 0400 169 0. .0 �0,4 3 AUG 0750 43 .S, .0 21.4 # 13 AUG 1800 109 44. .2 A. A. # 14 AUS O410 170 .0 -0.1 .- t3 AUG 0500 49 30. .0 21.6 t 13 AUG 1810 110 43. .2 23.0 # 14 AUG 44.0 171 4. .0 20.1 AUG 0310 50 31, .0 1-1.7 t 13 AUG 1820 111 41, .2 22,8 t 14 A'US 0430 17. 0. .0 .0.1 3 AUG 03.0 51 31. ,0 .1,9 t 13 AUG 1830 112 40. .1 22.: t 14 AUG 0440 173 0. .0 .0.1 13 AUG 0334 5. 35, ,1 2..1 # 13 AUG 1840 113 39. .1 22.5 # 14 AUG 0450 174 0. .0 ' . 1 .2,4 t 14 AUG 0500 175 0. .0 :0.1 3 AUG 0340 53 37. .1 22.3 t 13 Al►G 1854 114 38, '1 ?,4 t 14 AUG 0510 176 0. .0 20,1 23 AUG 0850 54 40. .1 ...6 t 13 AUG 1900 115 390 �2AUG51 p ?0,1 13 AUG G940 JJ 43. ,. .3.0 t 13 AUG 1910 116 38. .1 �..4 t 14 AU 0520 177 0• - 13 AUG 0300 55 43, ,3 23.2 t 13 AUG 1920 117 38. .1 22.4 t 14 AUG C530 278 0. .0 '0. 1 2..4 t 14 AUG 0540 179 0. .0 ^0,. 3 AUG 0920 57 47. .4 23.5 t I3 AUG 1930 118 3B• ��,:, t 14 AUG 0550 lE0 0. •0 -G•1 13 AUG 0930 58 50. .6 24.0 t 13 AUG 1940 119 38. •1 - 13 AUJ 0i40 59 64. 1.0 24.3 t 13 AUG 1950 120 38. .1 .2,3 t 14 AUG 0600 181 0. .0 :0,1 t 113 AU3 0950 60 104. 1.. 24,5 # 13 AUG 2004 11. 3E. .1 �. •7 ,70 n c n� 1,. .4.5 t 13 AUG .410 122 38. .1 t AUG 1000 „1 1.. t t .#tttttttttz�.txtttttttt#tttttttttttttttttttttf:s�ttttrttt�tttttttttttttttttttttttttttttttttttttttt��:tttx:tttxt�ttttttttttt�txttttt�t# F'cAr, OUTFLOW IS 243. AT TIME 10.83 HOURS PEAK FLOU TIME MAXIMUM AVERAGE FLOW 6-Hp 24-HR 72-HR 30,00-HR (C=S) (Hr') (CFS) �� 53, 43. 43. - + 243. jp1E3 1J-1 (INCHES) 1,730 11984 1,934 1106. (AC-FT) 66. 106. 106. .- ..ME MAXIMUM AVERAGE STORAGE 24-HR 72-4F; 30.00-HR „ Hr. t ' Appendix H - Flood Hydrograph of Storm of October 5-6, 1981 This HEC-1 Flood Hydrograph Package printout was included to compare the flows of this actual storm intensities with a 50-year plus storm which it was reported to represent. The rainfall intensities for the October 5-6, 1981 storm are shown on Appendix page B-2 with hypothetical storm intensities for a 100-year storm. While the total rainfall is approximately the same, the intensity of the actual storm is only about 40% where a 90% ratio is used for the typical 50-year storm. The actual storm has considerably greater period of maximum intensity. The printout gives flows and water surface elevations based on the program, and these results are not to be considered as actual field measurements. The input data is listed on pages H-2 through H-5. The program routine begins on page H-5 through H-9. The section called Peak Flow and Stage Summary in the previous runs is called Runoff Summary and is listed on H-9 and H-10. Ths Summary of Dam Overtopping/Breach Analysis for the three stations is on H-10. The features of the actual storm printout and the 50-year storm for existing condition of Appendix E are tabulated below. Feature Oct 5-6, 1981 Storm 50 Year Storm Basin 1 - Peak Flow/Time 139 cfs @ 14.33 hrs 241 cfs @ 10.83 hrs Basin 4 - Peak Flow/Time 16 cfs @ 29.00 hrs 33 cfs @ 10.00 hrs Basins 1 & 4 - Peak Flow/Time 151 cfs @ 14.17 hrs 257 cfs @ 10.83 hrs Talbot Routing - Peak Flow/Time 137 cfs @ 14.67 hrs 256 cfs @ 10.83 hrs Backup Water/Elev Time 28.86 ft@ 14.67 hrs 29.12 ft@ 10.83 hrs Depth of Overtop 0. 16 ft 0.42 ft Hours of Overtop 1 .33 hrs 3.50 hrs Acre Feet Storage 4 5 Basin 2 - Peak Flow/Time 70 cfs @ 14.17 hrs 125 cfs @ 10.67 hrs Puget Drive Routing Peak Flow/Time 66 cfs @ 14 .50 hrs 90 cfs @ 11 .50 hrs Backup Water Elev/Time 66.62 ft@ 14.50 hrs 74.03 ft@ 11 .50 hrs Basins 1,2 & 4 - Peak Flow/Time 203 cfs @ 14.67 hrs 346 cfs @ 10.83 hrs Substation Routing Peak Flow/Time 202 cfs @ 14.67 hrs 346 cfs @ 11 .00 hrs Backup Water Elev/Time 24.67 ft@ 14.67 hrs 24.84 ft@ 11 .00 hrs Depth of Overtop 0.57 ft 0.74 ft Hours of Overtop 15 .33 hrs 13.00 hrs Acre Feet Storage 1 2 ' Basin 3 - Peak Flow/Time 23 cfs @ 29.00 hrs 44 cfs @ 10.00 hrs Basins 1,2,3 & 4 - Peak Flow/Time 205 cfs @ 14.67 hrs 367 cfs @ 11 .00 hrs Basin 5 - Peak Flow/Time 24 cfs @ 14.00 hrs 46 cfs @ 10.33 hrs Basins 1 ,2,3,4 & 5 Peak Flow/Time 221 cfs @ 14.17 hrs 404 cfs @ 10.67 hrs Outlet Routing - Peak Flow/Time 173 cfs @ 30. 17 hrs 334 cfs @ 11 .67 hrs Backup Water Elev/Time 24.08 ft@ 30.17 hrs 24.30 ft@ 11 .67 hrs Depth of Overtop 0. 18 ft 0.40 ft Hours of Overtp 8.17 hrs 5 .83 hrs Acre Feet Storage 24 30 H1 # U.S. ARM! CC=='S OF ENG;t+EERS # FLOOD HYD'r:OGRAFH PACKAGE (HEC-i) THE HYDROLOGIC EENGINEERING CENTER # I FEERUARY Mi as SECOND STREET # ` REVISED Oi JUN 61 # #. DAVISt CALIFORNIA 95616 # # (916) 440-4.wc. OR (fTS) 446-32E5 # RUU,DATE 31110/09. TIME 16.16.35. # # # 41 rx x xxxxxxx xxxxx x i ; r X X X X X XX Y, X Yr x x xxxxxxx XXXX x XXXXX x X X X x x X X x X X X I' Y, x Y.Y,Y.Y.XY.X 7.XY,XY, xxx I. i HEM INPUT PAGE 1 LINE i if I II,II i ### FREE. O# 1 ID RENTON VILLASEt BASINS 1-5 i 3 ID 3.98 INCHES OF FRECIPITATIOti TN 32 HOURS II q ID 3.14 IN;HES OF PRECIPITATION IN 24 HOURS I' 5 I11 50 YEAR PLUS RETURN INTERVAL 1.6 ID ikSTllE 1 AND 4 COMFINED AT TALBOT 7 IIt BASINS 11 2 AND 4 COMBINEU AT JUNCTION II, E ID BASINS 1-5 COME AT OUTLET ID STORAGE ROUTING AT TALBOTt FUGET DRI,IEt .u.S,kTI,,.it GJ,�ET 10 II. U. LE:!EL OUTLET SItULATED AT CLOVERLEAF - •p - ' HOURSt CCMPUTAT:OH INTERVAL COMFuTATTON TIME - 3 i2 IT 10 5OCT301 1100 0 6OCTS1 2,400 TD 0 n I +4 PG GAGE 3.98 a , IN ^T +n i5 60 .,0��61 1..0 + 10 i6. cI .04 .11 .02 0 .01 .06 .1. .r: 1Z •42 •04 .10 ..4 .i7 .3c •i FI � .i0 .4? ^v ,� � P' 0 0 .25 .21 42. .,� PI .!2 •01 BASIN" 'M BAST: 11 INFLOU HYDR03RAPH 5 1 PR GAGE F4 i.0r, -- Ls 95 0 un BAETN4 �'Z 33 PW 1.00 �I 34 LS 0 96 0 35 UU .32 36 KK , 1t4 37 KM BASINS #1 AND #4 COMBINED HYDROGRAPH 38 KO 5 i 39 HC 40 KK TALBOT 41 KM COMBINED HYDROGRAPH ROUTED THRU TALBOT POND 42 KO 5 1 43 RS 1 STOR 0.0 44 SV 0 .23 .75 1.44 2.43 4.44 9.02 45 SE 24 25 26 27 28 29 30 46 SS 28. 12.b 7 + 47 SL 24.75 ? .6 .5 I 48 ST 28.7 785 2.63 1.5 49 Sw 0 340 785 50 SE 28.7 29 30 HEC-1 INPUT PAGE 2 I LINE IU.......1.......2.......3.......4.......5.......6.......7.......8.......5......1G 51 KK BASIN2 52 KM BASIN #2 INFLOW HYDROGRAPH 53 KO 5 1 54 BA .30 55 PR GAGE 56 PW 1.00 57 LS 0 96 0 58 UD .94 59 KK PUGTDR 60 KM BASIN K. ROUTED THRU PIPE SYSTEM of KO 5 1 62 RS 1 STOR 0.0 -oa SV 0 .023 11S .39 .65 2.45 5.17 1I.4S 3L.1r 64 SO G 10 "2 50 63co 92 97 100 65 SE 5V.J 60 61.5 63.5 66 71 16 01 E5 06 K! 1'2t4 ;? KM BASINS 1, 2 ANU 4 COMBINED AT JUNCT.ON ro ., 1 G9 HC 70 KK SliIII T A 71 KM BASINS 1r 2 AND 4 ROUTED THRU SUBSTATION POND 72 KO 5 1 73 RS 1 STOR 0.0 i4 SV G .013 .V'JL .183 .61: 1.53 3 15 SE 20 21 22 23 24 26 iU JJ rti11 /��1 /� 1� JL rG.r O .� ST 24.1 �a 0 480 705 . 2r n JC .4.1 J �u _• 111� iIir.A\J N-3 83 KO 5 1 84 BA .09 85 PR GAGE 86 PW 1.00 87 LS 0 91 0 Be UD .26 89 KY. 1234 90 KM COMBINED HYDROGRAPHP BASINS 1-4 91 KO 5 1 92 HC 93 KK BASIN5 94 KM BASIN #5 INFLOW HYDROGRAPH 95 KO 5 1 96 BA .09 9? PR GAGE I 98 PU 1.00 HEM INPUT F'AGE 3 � LINE ID.....,.1......,2........3.......4....,..5.......6.......7......,8....,.,9..,...10 ' 99 LS 0 99 0 i 100 UD .64 .01 KK 12345 102 KM COMBINED HYDROGRPAPHP BASINS 1-5 II 103 KO 5 1 104 HC 105 KK OUTLET 106 KM BASINS 1-5 ROUTED THRU OUTLET a I KO 5 1 108 Re 1 STOR 0.0 109 SV 0 .003 .012 .053 .136 .299 .744 2.031 6.857 21.704 r; 110 SV 50 100 150 111 Sc 15 16 17 18 19 20 21 22 23 24 1/2 Sc 2.; 26 27 li3 SL 17 12,6 .374 .5 14 JJ �3,9 115 ST 23.9 345 2,63 1.5 116 ZZ itxt,.'k.k.�t�'�tttttt#�:h�'�K##'�:�C�Kt�tttt�:�K#t#tt#�t�: X�ttxtx�Kttttt�:��yX"►t::i��'tt�:i:�.t�t*.Sf�T�t4tt i ="2I' HY ROGRA='.; PACi;AHE (HEC-1) # # U.S. Y f:OFFS „S, An„ r„ 'IF ENGINEERS t r-c%RUARY 190K t THc HYDRO':.C"si. c.%;4 +-. 6 CENTER t t REVISED 01 JUN S1 t t 609 uCNi! FTRIEET t t DAVISf CALIFORNIA 95616 �k ` RUN DATE 81/10/08. TIME 16.16,35, t t (916) 440-3285 OR (FTS) 448-3285 t t t t t �'t.tti.t#ttt�'�tttttt8:ttt#ttt:�tttttttt#ttY tXtttttttt#t�Kt�t:+tt :+tt:.:►:�tt�Kafitt«Si i RENTON VILLAGEf :BASINS 1-5 ST"vE� 7F C:.TOEER 5 8 6f 19&1 J J.9c IN Ui Et CF Pnc;.F .ATI 'N i1, Uvc r, 3.?4 INCHc CF =F;ECi. I?ATIO" IN 24 HCUF:' 50 YEAR FLUS. F.cTJ'•'N iitTERVAL v_ u . BASINS 1 AND 4 COMBINED AT TALPOT BASINS 19 2 AND 4 COMBINED AT JUNCTION BASINS 1-5 COMBINED AT OUTLET STORAGE ROUTING AT TALBOTY PUGET DRIVEr SUPSTATIONr OUTLET LOW LEVEL OUTLET SIMULATED AT CLOVERLEAF COMPUTATION TIME = 37 HOURSr COMPUTATION INTERVAL = 10 MINUTES 13 IO OUTPUT CONTROL VARIABLES IPRNT 0 PRINT CONTROL IPLOT 2 PLOT CONTROL OSCAL 0, HYDROGRAPH PLOT SCALE DMSG YES PRINT DIAGNOSTIC MESSAGES 15 IN TIME DATA FOR INPUT TIME SERIES JXMIN 60 TIME INTERVAL IN MINUTES JXDATE 50CT81 STARTING DATE JXTIME 1100 STARTING TIME IT HYDROGRAPH TIME DATA NMIN 10 MINUTES IN COMPUTATION INTERVAL IDATE 50CT81 STARTING.DATE ITIME 1100 STARTING TIME No 223 NUMBER OF HYDROGRAPH ORDINATES NDDATE 7OCT81 ENDING DATE NDTIME 0000 ENDING TIME COMPUTATION INTERVAL .17 HOURS TOTAL TIME BASE 37.00 HOURS ENGLISH UNITS L'RAINAU AREA SQUARE MILES PRECIPITATION DEPTH INCHES LENGTHY ELEVATION FEET FLOW CUBIC FEET PER SECOND STORAGE VOLUME ACRE—FEET SURFACE AREA ACRES TE",'ERATURE DEGREES FAHRENHEIT itk t.�:t. it:t ttt itt itt 0t to ut it* lit tXt 0l: lxx ut tit ut tit in xtt Zit tit w tl it at xtt at m. al ut to �J �„, t PkSiNl t BASIN 11 INFLOU HYDROGRAPH OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT i PLOT CONTROL USCAL 0, PYL'ROGRtiPH PLOT SCALE k. .tr ,ie 1tM Yit. #;?' ttt ttt tit .tt tit TO tft T44 V #:tk: I*I 1.: artias.r.a:�:Xittk �2E KK X BASIN4 # �I •BASIN #4 INFLOU HYDROGRAPH o0. K0 OUTPUT CONTROL VARIABLES ` IPRNT 5 PRINT CONTROL IFLOT 1 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE # # 36 KK # 1+4 # # # #X###X######## I' BASINS #1 AND #4 COMBINED HYDROGRAPH I 3S KO OUTPUT CONTROL VARIABLES, IPRNT 5 PRINT CONTROL IFLOT 1 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE X X 40 `K X TALBOT # X # X#X#X##XXXtXX�: COMBINED HYDROGRAPH ROUTED THRU TALBOT POND- 42 KO OUTPUT CONTROL VARIABLES IPRNT 5 F'RiNT CONTROL IPLOT 1 PLOT CONTROL OSCAL 0, HYDROGRAPH PLOT SCALE X##X#XX#X##### 51 # # BASIN 12 IN LOU HYDROGRAPH yr' h•o (CJTFrl,:T LOtrTnt,L VAr,lft'LrV IF'n�T PRINT CONTROL i IRLOT i C-, GN'R�L GaCH� 0. `'LC,' :CALE LI.A # # 54 KK # PUGTDR # # # BASIN 12 ROUTED THRU PIPE SYSTEM 61 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT I PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE I t UARNINO ### MODIFIED PULS ROUTING WILL BE NUMERICALLY UNSTABLE FOR OUTFLOWS BETWEEN 0. TO 10. USE SHORTER TIME INTERVAL OR LONGER REACH LENGTH # # 66 KK t 1+2+4 # # # BASINS It 2 AND 4 COMBINED AT JUNCTION 68 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 1 PLOT CONTROL QSCAL 0. HYDROCRAPH PLOT SCALE I # # 10tttt0t#ttt BASINS 1t 2 AND 4 ROUTED THRU SU?STATION POND 72 Q OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL i (PLOT 1 PLOT CONTROL OSCAL 0. HYI,ROERAPH PLOT SCALE y 40 itl Ttt ttx tt# ttt ttt T1:A ttt ttt tt1 t$$ ttt 01 tt1 **l W 10 tt1 0 t t4:d: 1:1:k 10 fl* lle 1tt *:41. t;; B1 K!:• # BASIN3 # BASIN #3 INFLON HYDROGRAPH 03 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 1 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE ;# #t tXi tt# ttt ttt ttt ttt ttt ttt ttt ttt #tt t#X ttt ttt ttt ttt ttt ttt ttt tt# ttt ttt ttt ttt ttt ttt ttt ttt ttt it$ to I t (87 KK t 1234 t X X ttttttttXXtttt COMBINED HYDROGRAPHP BASINS 1-4 171 NO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 1 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE ` it* Xi# XXt tii ttt ttt ttt #it ttt ttt ttt tit tit ttt ttt III Xtl ttt ttt ttt ttt ttt ttt ttt ttt ttt ttt it* ttt ttt ttt ttt t t 93 KK t BASINS t t # Xiitti:iiititit BASIN #5 INFLOW HYDROGRAPH 55 KO OUTPUT CONTROL VARIABLES IPRNT 5 PRINT CONTROL IPLOT 1 PLOT CONTROL OSCAL 0. HYDROGRAPH PLOT SCALE Kt tit in ttt tit ttt ttt ttt to Xtt tit tit ttt ttt ttt t4:4 til Tit in it* it* ttt at ttt *a ttt ttt ist 'lti #tF. t:" tit tit tttttXXttttttt ,01 P.!.' t 12345 t i t ttitii4:ttttttX COMBINED HYDROGRAPHY PASINS 1-5 !G3 OUTPUT CONTROL VAF'IA"Ec IPRNT 5 nivINT CONTROL IPLOT i ''LnT CO'iTFOL OSCAL G, h''L.i_r,tiF H PLOT J A__ ### # ### #Y# ### ##1 ### ### ### ### ### ##t ### to ### ### ### tt# 0t I 105 KK # OUTLET # # # tt*tt######### BASINS 1-5 ROUTED THRU OUTLET 107 KO OUTPUT CONTROL VARIABLES IFRNT 5 FRINT CONTROL IFLOT 1 PLOT CONTROL QSCAL 0. H7DROGRAPH PLOT SCALE RUNOFF '1! � FLOW IN CULIC FEET FER SECOND TIME IN HOURS, AREA IN SQUARE MILES �I PEAK TIME OF AVERAGE FLO: FOR MAXIMUM PERIOD BASIN MAXIMUt TIME OF r• I FLOII. PEAw AREA STAR MAX STAGE �rEaaT.ON STATION I. 6-HOUR 24-HOUR 72-HOUR BASINI 139. 14.33 81. 57. 38• .64 I HYD,vOGF:APH AT I BASIN4 i6. 29.00 S. 6. 4. .06 C ....lTcl� AT 1+4 151. 14.17 SS, 63. 4?• .70 TALBOT 137. 14.67 SS, 63. 42. .7G 1c•S6 14.67 AT BASIN2 70. 14.17 39. 1S• r.r:::T:T; To. PUGTDF, 66. 14.50 39. �S. ii• .o uG•u2 1a.JG '1 !rMAt-T) I..,..�ED at.0 1+2T4 203. 14.67 127. 90. 6v. 1.00 •�'OTCTI T0 F,ali 1 ry SUBSTA 202. 14.67 126. 90. cr. 1.100 24•67 14.67 BASINS 23. '9.0G 11. = '09 `'.CC"FINED AT ' 12345 221, 14.17 148. 106. 71. 1.18 ROUTED TO OUTLET 173. 30.17 129. 102. 71. 1.2 ' . 30,1J SUMMARY OF DAM OVERTOFI NG/FREACH ANALYSIS FOR ION AT TAIFOT 24 G8 FLAN 1 INITIAL VALUE SPILLWAY CREST TOP OF DAM ELEVATION 24.00 28.70 28.70 STORAGE 0. 4. 4, OUTFLOW 0. 121. 121. RATIO MAXIMUM MAXIMUM MAXIMUM MAXIMUM DURATION TIME OF TIME C= OF RESERVOIR DEPTH STORAGE OUTFLOW OVER TOP MAX OUTFLOW FAILUR= PMF L.S.ELEV OVER DAM AC-FT C F S HOURS HOURS HOURS 1.00 2S,S6 .15 4. 137. 1.33 14.67 0.00 SUMMARY OF DAM OVERTOPPINGlBREACH ANALYSIS FOR STATION SLIESTA PLAN = ••••••••••••••• INITIAL VALUE SFILLUAY CREST TOP OF DAM LGVA T ION _:.•.00 24.10 STORAGE 0. 1. 1. 0:JTFL0 0. 51. 51. I I RATIO MAXIMUM MAXIMUM MAXIMUM MAXIMUM DURATION TIME OF TIME OF OF RESERVOIR DEPTH STORAGE OUTFLOW OVER TOP ►JAY, OUT FLD1~ FAILURE i PMF W.S.ELEV OVER DAM AC-FT CFS HOURS HOURS HOURS I 1.00 z� 1. 2C2, 37 0100 ,4,u, 1J,� 14.67 ,kT'ON Ou cLET :H�i i ..•..,,,....... •1 1 III•.`., CREST T'.L' C � M I'iiTIrt� VALUE SF'IL�..�, ,T IJ, OF I:A„ ELEVATION 1`1 00 27 9^ G N J. J rv.9 L. u?n., 5 „, rtk _ 0, 20. 20. OUTFLOW 0. 99. ?9, RYi?i0 M,iY:M"� ilh),TMLIM 9r Y'TKI IM �•Vfr:lY fil /,TTI. E Ou F TIi 0= OF RESERJOi rEFTF STORAGE OUTFLOL' OVER TOF' MAX OUTFLOU F^ILIc" ='MF W.S.ELEI. OVER DA'' AO-FT US HOURS HOURS Pn: cc 1.00 24.0S .15 24• 173. 8.17 30.17 0,00 EIND OF