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948603704 Drainage Report
NORTHWESTERN TERRITORIES, INC. 717 SOUTH PEABODY STREET, PORT ANGELES, WA 98362 Engineers · Land Surveyors · Geologist Conslruction Inspection · Materials Testing (360) 452-8491 1-800-654-5545 FAX 452-8498 E-Mail: info@nfi4u,com SV'~t'IV. Illi'Jlt. COlll DRAINAGE REPORT FOR ALASKA POWER AND TELEPHONE SITE EXPANSION LOCATED IN PORT TOWNSEND INDUSTRIAL PARK, JEFFERSON COUNTY SECTION 21, TOWNSHIP 30 NORTH, RANGE 1 WEST, W.M. APPROVED BY Prepared for JEFFERSON COUNTY Mr. Mike Bleakney Prepared by Robert A. Leach, P.E. and Kate W.addell, B.S.C.E., E.I.T. Northwestern Territories, inc. 717 South Peabody Port Angeles, WA 98362 i~ ~'. !~ ~, .,,~, Februa~ 13, 2001 !. INTRODUCTION Northwestern Territories, Inc. (NTI) was hired by Mike Bleakney']O plan for Alaska Power and Telephone Expansion site. As stormwater collection and infiltration system design was created to simulate the collection of stormwater runoff from the roof of the proposed building, the grounds around the building and the new parking lot. Ii. DESCRIPTION OF SITE The proposed site is a cleared open area with minimal ground cover and slopes to the north at approximately 2%. The site will be accessed by easement access to Otto Street. The US Department of Agriculture Soil Conservation Service classifies the soil for this site as Hoypus (HuC), a hydrologic group A soil. i11. METHODOLOGY & CALCULATIONS Jefferson County requires the use of the Department of Ecology (DOE) Stormwater Manual which uses a 2, 10 & 100 year frequency, 24 hour storm duration storm and the Santa Barbara Urban Hydrograph (SBUH) method of simulation to approximate the increase in storm drainage runoff resulting from a development. The site has been modeled using the Water Works Version 4.13i computer software from Engenious Systems. This program uses the (SBUH) Method of simulation as required by the DOE Manual. The design is based on land use and size of drainage collection area. The recommended drainage system for this site is infiltration due to the soil type. The parking lot. and driveway will be sloped to drain into the two catch basins, and the infiltration trench will be placed between them. The southerly catch basin will collect the majority of the lots runoff. To compensate for the runoff collected by the northerly catch basin, all of the 2 yr storm collected by the southerly catch basin will be treated by the oil/water separator. This exceeds the DOE requirements which only requires half of the 2 year post development runoff to be treated. The roof runoff is not required to be treated and will be collected and added to the parking lot runoff at a point of convenience after the oil/water separator. The infiltration trench is sized to handle both roof and paved area runoff. A perforated pipe will extend the length of the infiltration trench and connect the two catch basins. An emergency overflow will be installed in the northerly catch basin and drain into the drainage ditch in Eisenbeis Avenue right-a-way. A drainage plan and full simulation report created by Water Works are included in the appendix. The following parameters were used for the primary variable's input values that were used in this analysis. COPY · 2 year, 24 hour rainfall for Sequim - 1.10" per NOAA precipitation atlas 10 year, 24 hour rainfall for Sequim -- 1.75" per NOAA precipitation atlas 100 year, 24 hour rainfall for Sequim = 2.40" per NOAA precipitation atlas · Impervious Areas' Pavement and roof Curve Number = 98 · Pervious Areas: Lawn (Fair Condition) Curve Number = 77 Lawn (Good Condition) Curve Number - 68 ! Typ Typ A; - Storm e = SBUH e 1 duration = 24 hours · Time of Concentration calculated by software based upon existing and assumed, drainage collection facilities. · Infiltration Rate = 4.62 minutes /inches = mid range for soil type. · Pre-development site is 0.74 acres of pervious and 0.00 acres of impervious. Developed site is 0.39 acres of pervious and 0.35 acres of impervious. · Collection Devices = catch basins. · Disposal Device = underground infiltration vaults corresponding to half of the 2, 10 and 100.year pre-development 24 hour storms. · Due to the topography, the proposed parking lot and driveway will need to be graded to drain into the catch basins. IV, CONCLUSIONS On-site stormwater runoff control and treatment can be obtained by a single collection and infiltration system. The infiltration trench will filled with drainrock witln a void ratio of 33%. The infiltration trench's calculated volume is increased, therefore, by 3 to maintain the necessary stora§e volume. The drainage system includes two WSDO¥ type ~ P catch basin, a Utility Vault Co., Inc. 25-CP$ Special oil / water separator or equivalent and a ~ 00 foot Ion~ by 3 fo~t wide by 3 foot deep infiltration trench. Vi. liMIlATIONS Yhis report has been prepared for the exclusive use of Mike Bleakne¥ for his proposed design of the Alaska Power and Telephone [xpansion site. The recommendations in the report apDly only to the property that was examined, and they are not applicable to other areas. The investigation and recommendations contained in this report are based upon site conditions as they existed at the time of our site inspections. Durin~ construction, if subsurface or other conditions are discovered that are si§nificantl¥ different from those described in the report, ~-I-I should be advised at once so that we can review the conditions and reconsider our recommendations, where necessary. Unanticipated soil conditions are commonly encountered on construction sites, especially when the topography has been altered years ago. Such unexpected conditions frequently require that additional expenditures be made to attain a properly constructed project. We recommend that a contingency be established in the project budget and schedule to cover unexpected conditions. Within the limitations of scope, schedule and budget, our services have been executed in accordance with generally accepted professional engineering principles and practice. This warranty is in lieu of all others, either expressed or implied. NORTHWESTERN TERRITORIES, INC. Robert A. Leach, P.E. Principal Design Engineer : ~/.,, ',,'~,. x. I' _..¢,,7...~. ~-!. ~- ~.~c.~ 1/13/01 ?, Kate Waddell, B.S.C.E., E.I.T. Engineering Technician G:\Gen\Kate\Drainage SBUH~Alaska\drainage reportl.wpd i EXPlI~E$ 12/30/2002 0 0 07/31/01 14:14 '~360 452 8498 N~fI ENG.& SURVEY ~001/002 . NORTHWESTERN TERRITORIES, INC.' · Engineers ~ Land Surveyors re Planners Construction Coordination m Materials Te~ting NT! STORMWATE.R MANAGEMENT PLAN Alaska Power Glen Cove Industrial Area Port Townsend, Washington Prepared For: Mike Bleakney Prepared By: ~ Robert A. Leach, P.E. and Kate Waddell, B.S.C.E., E.I.T. Northwestern Territories, Inc. 717 South Peabody Port Angeles, WA 98362 July 31,2001 717 SOUTH PEABODY, PORT ANGELES, WA 98362 (360) 452-84§1 1-800-65z~-5545 FAX 452-8498 07/31/01 14:14 '~360 452 8498 NTI ENG.& SURVEY ~002/002 Introduction This project is for the proposed construction of a 4000 sf building and parking lot and a future 3000 sf building addition. It is accessed from the west via an easement from Otto Street. This is a supplement to the drainage plan. Description The following comments relate to the 1992 Department of Ecology, Stormwater Management Manual for the Puget Sound Basin, Minimum Requirements 2 through 11. 2. Preservation of Natural Drainage Systems See sheet 1 of 2 of the drainage plan 3. Source Control of Pollution Owners Responsibility 4. Runoff Treatment BMPs O/W separator to be installed per plan. See sheets I & 2 of plan 5. Streambank Erosion Control The drainage collection system has been designed for a 2,10 & 100 year, 24 storm event. See sheet 1 of drainage plan and page 2 of drainage report. 6. Wetlands No known areas on site or in drainage route 7. Water Quality Sensitive Areas No known areas on site or in drainage route 8. Off-site Analysis and Mitigation No known off-site impact 9. Basin Planning Does not apply 10. Operation and Maintenance System must be cleaned and flushed every 6 months and after any pollutant spill to prevent build-up within the system, owners responsibility. 11. Financial Liability Owners Responsibility APPENDIX 2/6/01 11'55:15 am Shareware Release page 1 Alaska Power BLKM0001 DRAINAGE BAS IN SUMMARY BASIN ID: 100yr NAME: 100 year pre construction SBUH METHODOLOGY TOTAL AREA ....... : 0.74 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPE1A PERV IMP PRECIPITATION .... : 2.40 inches AREA..: 0.74 Acres 0.00 Acres TIME INTERVAL .... : 10.00 min CN .... : 77.00 0.00 TC .... : 30.81 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 260.00 ns:0.1300 p2yr: 1.10 s:0.0220 PEAK RATE: 0.05 cfs VOL: 0204 Ac-ft TIME: 490 min BASIN ID: 100yr+ NAME: 100 year post construction SBUH METHODOLOGY TOTAL AREA ....... : 0.74 Acre~ BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPE1A PERV IMP PRECIPITATION .... : 2.40 inches AREA..: 0.23 Acres 0.51 Acres TIME INTERVAL .... : 10.00 min CN .... : 68.00 98.00 TC .... : 30.81 min 4.06 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 260.00 ns:0.1300 p2yr: 1.10 s:0.0220 impTcReach - Sheet L: 244.00 ns:0.0110 p2yr: 1.10 s:0.0220 PEAK RATE: 0.25 cfs VOL: 0.10 Ac-ft TIME: 470 min BASIN ID: 100yr+mi. NAME: 100 year post construction o/w SBUH METHODOLOGY - TOTAL AREA ....... : 0.22 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPE1A PERV IMP PRECIPITATION .... : 2.40 inches AREA..: 0.00 Acres 0.22 Acres TIME INTERVAL .... : 10.00 min CN .... : 68.00 98.00 TC .... : 30.81 min 4.06 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 260.00 ns:0.1300 p2yr: 1.10 s:0.0220 impTcReach - Sheet L: 244.00 ns:0.0110 p2yr: 1.10 s:0.0220 PEAK RATE: 0.11 cfs VOL: 0.04 Ac-ft TIME: 470 min · . COPY 2/6/01 11:55:15 am Shareware Release page 2 Alaska Power BLKM0001 DRAINAGE -- BAS IN SUMMARY BASIN ID: 10yr NAME: 10 year pre construction SBUH METHODOLOGY TOTAL AREA ....... : 0.74 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPE1A PERV IMP PRECIPITATION .... : 1.75 inches AREA..: 0.74 Acres 0.00 Acres TIME INTERVAL .... : 10.00 min CN .... : 77.00 0.00 TC .... : 30.81 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 260.00 ns:0.1300 p2yr: 1.10 s:0.0220 PEAK RATE: 0.02 cfs VOL: 0.02 Ac-ft TIME: 960 min BASIN ID: 10yr+ NAME: 10 year post construction SBUH METHODOLOGY TOTAL AREA ....... : 0.74 Acres BASEFLOWS: 0.00 cfs P~AINFALL TYPE .... : TYPE1A PERV IMP PRECIPITATION .... : '1.75 inches AREA..: 0.23 Acres 0.51 Acres TIME INTERVAL .... : t0.00 min CN .... : 68.00 98.00 TC .... : 30.81 min 4.06 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 260.00 ns:0.1300 p2yr: 1.10 s:0.0220 impTcReach - Sheet L: 244.00 ns:0.0110 p2yr: 1.10 s:0.0220 PEAK P~ATE: 0.18 cfs VOL: 0.07 Ac-ft TIME: 470 min BASIN ID: 10yr+mi NAME: 10 year post construction o/w SBUH METHODOLOGY TOTAL AREA ....... : 0.22 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPE1A PERV IMP PRECIPITATION .... : 1.75 inches AREA..: 0.00 Acres 0.22 Acres TIME INTERVAL .... : 10.00 min CN .... : 68.00 98.00 TC .... : 30.81 min 4.06 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 260.00 ns:0.1300 p2yr: 1.10 s:0.0220 impTcReach - Sheet L: 244.00 ns:0.0110 p2yr: 1.10 s:0.0220 PEAK RATE: 0.08 cfs VOL: 0.03 Ac-ft TIME: 470 min COPY 2/6/01- 11:55'15 am Shareware Release page 3 Alaska Power BLKM0001 DRAINAGE BASIN SUMMARY BASIN ID: 2yr NAME: 2 year pre construction SBUH METHODOLOGY TOTAL AREA ....... : 0.74 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPE1A PERV IMP PRECIPITATION .... : 1.10 inches AREA..: 0.74 Ac~es 0.00 Acres TIME INTERVAL .... : 10.00 min CN .... : 77.00 0.00 TC .... : 30.81 min 0.00 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 260.00 ns:0.1300 p2yr: 1.10 s:0.0220 PEAK P_ATE: 0.00 cfs VOL: 0.00 Ac-ft TIME: 1320 min BASIN ID: 2yr+ NAME: 2 year post construction SBUH METHODOLOGY TOTAL AREA ....... : 0.74 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPEtA PERV IMP PRECIPITATION .... : 1.10 inches AREA..: 0.23 Acres 0.51 Acres TIME INTERVAL .... : 10.00 min CN .... : 68.00 98.00 TC .... : 30.81 min 4.06 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 260.00 ns:0.1300 p2yr: 1.10 s:0.0220 impTcReach - Sheet L: 244.00 ns:0.0110 p2yr: 1.t0 s:0.0220 PEAK RATE: 0.11 cfs VOL: 0.04 Ac-ft TIME: 470 min BASIN ID: 2yr+min NAME: 2 year post construction o/w SBUH METHODOLOGY TOTAL AREA ....... : 0.22 Acres BASEFLOWS: 0.00 cfs RAINFALL TYPE .... : TYPE1A PERV IMP PRECIPITATION .... : 1.10 inches AREA..: 0.00 Acres 0.22 Acres TIME INTERVAL .... : 10.00 min CN .... ,: 68.00 98.00 TC .... : 30.81 min 4.06 min ABSTRACTION COEFF: 0.20 TcReach - Sheet L: 260.00 ns:0.1300 p2yr: 1.10 s:0.0220 impTcReach - Sheet L: 244.00 ns:0.0110 p2yr: 1.10 s:0.0220 PEAK RATE: 0.05 cfs VOL: 0.02 Ac-ft TIME: 470 min cOPY cOPY 2/6/01 11:55:15 am Shareware Release page 4 Alaska Power BLKM0001 DRAINAGE HYDROGRAPH SUMMARY PEAK TIME. VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf~AcFt Acres 1 0.005 1320 194 cf 0.74 2 0.017 960 862 cf 0.74 3 0.050 490 1822 cf 0.74 4 0.073 470 1136 cf 0.74 5 0.124 470 2108 cf 0.74 6 0.175 470 3247 cf 0.74 11 0.045 500 1136 cf 0.74 12 0.067 500 2108 cf 0.74 13 0.094 510 3247 cf 0.74 cOPY 2/6/01 11:55:15 am Shareware Release page 5 Alaska Power BLKM0001 Dg_AI NAGE STOP~AGE STRUCTURE LIST TRAPEZOIDAL BASIN -ID No. Ti Description: Infiltration vault Length: 33.50 ft. Width: 3.00 ft. Side Slope 1: 0 Side Slope 3: 0 Side Slope 2: 0 Side Slope 4: 0 Infiltration Rate: 4.62 min/inch 2/6/01 11:55:15 am Shareware Release page Alaska Power BLKM0001 DRAINAGE DISCHARGE STRUCTURE LIST RISER DISCHARGE ID No. Ri Description- Discharge riser Riser Diameter (in)- 6.00 elev- 103.00 ft Weir Coefficient · 9.739 height: 105.00 ft Orif Coefficient · 3.782 increm. 0.10 ft cOPY 2/6/01 11:55:17 am Shareware Release page 7 Alaska Power BLKM0001 DRAINAGE ROUTING REPORT TRAPEZOIDAL BASIN ID No. Ti Description: Infiltration vault Length: 33.50 ft. Width: 3.00 ft. Side Slope 1: 0 Side Slope 3: 0 Side Slope 2: 0 Side Slope 4: 0 Infiltration Rate: 4.62 min/inch RISER DISCHARGE ID No. Ri Description: Discharge riser Riser Diameter (in) : 6.00 elev: 103.00 ft Weir Coefficient...: 9.739 height: 105.00 ft Orif Coefficient...: 3.782 increm: 0.10 ft ROUTING CURVE STAGE STORAGE OUTFLOW 0+2S STAGE STORAGE OUTFLOW O+2S STAGE STORAGE OUTFLOW O+2S (f~} (cf/ (cfs) cfs-min (ft) (cf) (cfs) cfs-min (ft) (cf) (cfs) cfs-min === == == _-= = = = = = = = = = ==_-_-_-_-_-== ======_-_-= = ~__-_-==_-=_-_-=_-= = = = = = ===== === ===_-====== === = = == = = = = = == = === = == _-_-= =_-=_-_-=_-= === = == = 100.00 0.0000 0 0000 0 0000 101.80 180 90 0 0697 0.6727 103 60 361 80 0.8416 2.0476 100.10 10 050 0 0324 0 0659 101.90 190 95 0 0719 0.7084 103 70 371 85 0.9025 2 1420 100.20 20 100 0 0346 '0 1016 102 00 201 00 0 0741 0.7441 103 80 381 90 0.9593 2 2323 100.30 30 150 0 0368 0 1373 102 10 211 05 0 0763 0.7798 103 90 391 95 1.0128 2 3193 100 40 40 200 0 0390 0 1730 102 20 221 10 0 0785 0.8155 104 00 402 O0 1.0635 2 4035 100 50 50 250 0 0412 0 2087 102 30 231 15 0 0807 0.8512 104 !0 412 05 1 1118 2 4853 !00 60 60 300 0 0434 0 2444 102 40 241 20 0 0829 0.8869 104.20 422 10 1 1581 2 5651 100 70 70 350 0 0456 0 2801 102 50 251 25 0 0851 0.9226 104.30 432 15 1 2026 2 6431 100 80 80 400 0 0478 0 3158 102 60 261 30 0 0873 0.9583 104.40 442.20 1 2455 2 7195 100 90 90 450 0 0500 0 3515 102 70 271 35 0 0895 0.9940 104.50 452.25 1 2870 2 7945 101 00 10050 0 0522 0 3872 102 80 281 40 0 0917 1.0297 104.60 462.30 1 3271 2 8681 101 10 11055 0 0544 0 4229 102 90 291 45 0 0939 1.0654 104.70 472.35 1 3661 2 9406 101 20 12060 0 0565 0 4585 103 00 301 50 0 0000 1.0050 104.80 482.40 1 4041 3 0121 101 30 13065 0 0587 0 4942 103 10 311 55 0 3972 1.4357 104.90 492.45 1 4410 3 0825 101 40 140 70 0 0609 0 5299 103 20 321.60 0 5233 1.5953 105.00 502.50 1 4771 3 1521 101 50 150 75 0 0631 0 5656 103 30 331.65 0 6205 1.7260 101 60 160 80 0 0653 0 6013 103 40 341.70 0 7028 1.8418 101 70 170 85 0.0675 0 6370 103 50 351.75 0 7756 1.94~81 2/6/01 11:55:17 am Shareware Release page 8 Alaska Power BLKH0001 DRAINAGE LEVEL POOL ROUTING TABLE .' ,_ ~ :' .- 2 year ~ ~- ... NLATCH Q (cfs) : 0.00 INFLOW Q (cfs) - 0.07 PEAK STAGE (ft) ' 100.68 PEAK OUTFLOW ' 0.05 - . PEAK TIME' 500.00 min. ~ .............. ',l'._ INFLOW HYD Ne. : 4 OUTFLOW HYD Ne.:.ll LEVEL POOL ROUTING TABLE I1 12 2S1 SUM O1 O2+2S2 STAGE TIHE < cfs rain ---> (ft) (rain) 0 0000 0.0001 0.0000 0.0001 0.0000 0 0001 100.00 100 00 0 0001 0.0004 0.0000 0.0005 0 0000 0 0005 100.00 110 00 0 0004 0.0010 0.0002 0.0016 0 0002 0 0014 100.10 120 00 0 0010 0.0017 0.0007 0.0034 0 0007 0 0027 100.10 130 00 0 0017 0 0024 0.0014 0.0055 0 0013 0 0042 100.10 140.00 0 0024 0 0030 0.0021 0.0076 0 0021 0 0056 100.t0 150.00 0 0030 0 0036 0.0028 0.0095 0 0027 0 0067 100.10 160.00 0 0036 0 0041 0.0034 0.0111 0 0033 0 0078 100.10 170'.00 0 0041 0 0046 0.0040 0.0127 0 0038 0 0089 100.10 180.00 0 0046 0 0050 0.0045 0.0141 0 0044 0 0098 100.10 19'0.00 O' 0050 0.0055 0.0050 0.0154 ·0.0048 0 0106 100.10 200 O0 0 0055 0.0058 0.0054 0.0167 0.0052 0 0115 100.10 210 O0 0 0058 0.0061 0.0058 0.0178 0.0057 0 0122 100.10 220 O0 0.0061 0.0065 0.0062 0.0189 0.0060 0 0129 100.10 230 O0 0 0065 0.0068 0.0066 0.0199 0.0063 0 0136 t00.10 240 O0 0 0068 0.0077 0.0069 0.0215 0.0067 0 0148 100.10 250 O0 0 0077 0.0085 0.0075 0.0237 0 0073 0 0165 100.10 260 O0 0 0085 0.0088 0.0084 0.0257 0 0081 0 0176 100.10 270 O0 0 0088 0.0092 0.0089 0.0269 0 0086 0 0183 100.10 280.00 0 0092 0.0094 0.0093 0.0278 0 0090 0 0189 100.10 290.00 0.0094 0.0097 0.0096 0.0286 0 0093 0 0194 t00.10 300.00 0 0097 0.0128 0.0098 0.0323 0 0095 0 0228 100.10 310.00 0 0128 0.0156 0.0116 0.0400 0 0112 0 0288 100.10 320 O0 0 0156 0.0159 0.0146 0.0462 0.0142 0 0320 100.10 330 O0 0 0159 0.0163 0.0163 0.0485 0.0157 0 0327 100.10 340 O0 0 0163 0.0167 0.0166 0.0497 0.0161 0 0336 100.10 350 O0 0 0167 0.0171 0.0171 0.0509 0.0165 0 0344 100.10 360 O0 0 0171 0.0166 0.0175 0.0512 0.0169 0 0343 100 10 370 O0 0 0166 0.0162 0.0174 0.0503 0.0169 0 0334 100.10 380 O0 0 0162 0 0164 0.0170 0.0496 0.0164 0 0332 100.10 390.00 0.0164 0 0167 0.0169 0.0500 0 0163 0'0336 100.10 400.00 0 0167 0 0170 0.0171 0.0507 0 0165 0 0342 100.10 410.00 0 0170 0 0170 0.0174 0.0514 0 0168 0 0346 100.10' 420.00 0 0170 0 0286 0.0176 0.0632 0 01·70 0 0462 100.10 430.00 0 0286 0 0394 0.0235 0.0916 0 0227 0 0688 100.t0 440.00 0 0394 0 0391 0.0362 0.1147 0 0326 0 0821 100.11 450.00 0 0391 0 0565 0.0487 0.1443 0 0334 0 1109 100.15 460.00 0 0565 0 0725 0.0757 0.2048 0 0352 0 1696 100.23 470.00 0 0725 0 0723 0.1308 0.2757 0 0388 0 2369 100.39 480.00 0.0723 0 0501 0.1940 0.3164 0 0429 0 2735 100.58 490.00 coPY 2/6/01 11:55:17 am Shareware Relea~-~ Alaska Power BLKM0001 DRAINAGE ~ " LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM Ot O2+2S2 STAGE TiME < cfs min > (ft) rain) 0.0501 0.0297 0.2283 0.3082 0.0452 0.2630 100.68 500.00 0.0297 0.0320 0 2185 0.2802 0.0445 0.2357 100.65 510.00 0.0320 0.0299 0 1929 0.2548 0.0428 0.2119 100.58 520.00 0 0299 0.0284 0 1706 0.2289 0.0414 0.1875 100.51 530.00 0 0284 0.0287 0 1476 0.2047 0.0399 0.1648 100.44 540.00 0 0287 0.0237 0 1263 0.1787 0.0385 0.1402 100.38 550.00 0 0237 0.0193 0 1032 0.1463 0.0370 0.1093 100.31 560.00 0 0193 0.0198 0.0742 0.1134 0.0351 0.0783 100.22 570.00 0 0198 0.0199 0.0451 0.0849 0.0332 0.0517 100.13 580.00 0 0199 0.0198 0.0263 0.0661 0.0254 0.0406 100.08 590.00 0 0198 0.0199 0.0207 0.0604 0.0200 0.0404 100.10 600 00 0.0199 0.0190 0.0205 0.0594 0.0199 0.0395 100.10 610 00 0 0190 0.0181 0.0201 0.0572 0.0194 0.0378 100.10 620 00 0 0181 0.0183 0.0192 0.0556 0.0186 0.0370 100.10 630 00 0 0183 0.0182 0.0188 0.0552 0.0182 0.0370 100.10 640 00 0 0182 0.0183 0.0188 0.0553 0.0182 0.0371 100 10 650 00 0 0183 0.0183 0.0188 0.0555 0.0182 0.0372 100 10 660 00 0 0183 0.0163 0.0189 0.0535 0.0183 0.0352 t00 10 670 00 0 0163 0.0145 0.0179 0.0486 0.0173 0 0313 t00 10 680.00 0 0145 0.0147 0.0159 0.0450 0.0154 0 0296 100 !0 690.00 0 0147 0.0148 0.0151 0.0445 0.0146 0 0299 100 10 700.00 0 0148 0.0147 0.0152 0.0446 0.0147 0 0299 100 10 710.00 0 0147 0.0147 0.0152 0.0445 0.0147 0 0298 100 10 720.00 0.0147 0.0148 0.0152 0.0447 0.0147 0 0300 100 10 730.00 0 0148 0.0147 0.0152 0.0448 0.0147 0.0300 100.10 740 00 0 0147 0.0147 0.0153 0.0447 0.0148 0.0299 100.10 750 00 0 0147 0.0149 0.0152 0.0448 0.0147 0.0301 100.10 760 00 0 0149 0.0147 0.0153 0.0449 0.0148 0 0301 100.10 770 00 0 0147 0.0148 0.0153 0.0448 0.0148 0 0300 100.10 780 00 0 0148 0.0128 0.0152 0.0428 0.0147 0 0281 100 10 790 00 0 0128 0.0109 0.0143 0.0380 0.0138 0 0242 100 10 800 00 0.0109 0.0111 0.0123 0.0344 0.0119 0 0225 100 10 810 00 0.0111 0.0111 0.0114 0.0337 0.0110 0 0226 100 10 820 00 0.0111 0.0111 0.0115 0.0337 0.0111 0 0226 100 10 830 00 0.0111 0.0111 0.0115 0.0338 0.0111 0 0226 100 10 840 00 0.0tll 0.0121 0.0115 0.0348 0.0111 0 0236 100.10 850 00 0.0121 0.0131 0.0120 0.0373 0.0116 0 0256 100 10 860 00 0 0131 0 0130 0.0130 0.0392 0.0126 0 0266 100 10 870 00 0 0130 0 0129 0.0135 0.0395 0 0131 0 0264 100 10 880 00 0 0129 0 0131 0.0134 0.0394 0 0130 0 0264 100 10 890 00 0 01.31 0 0131 0.0134 0.0396 0 0130 0 0266 100 10 900 00 0 0131 0 0130 0.0135 0.0395 0 0131 0 0265 100 10 910 00 0 0130 0 0131 0.0135 0.0395 0 0130 0 0265 100 10 920 00 0 0131 0 0131 0.0135 0.0396 0 0130 0 0266 100 10 930 00 0 0131 0.0130 0.0135 0.0396 0 0131 0.0265 100 t0 940 00 0 0130 0.0131 0.0135 0.0396 0.0130 0.0265 100 10 950 00 COPY 2/6/01 11 55 17 am Shareware ' ' '~ ~! pf~ge 10 Alaska Power BLKM0001 DRAINAGE ," , : LEVEL POOL ROUTING TABL~ ~ .............................. LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM O1 O2+2S2 STAGE TIME < c[s min > (ft) (rain) __ 0.0131 0 0131 0 0135 0.0397 0.0130 0.0267 100 10 960 00 0.0131 0 0099 0 0136 0.0366 0 0131 0 0234 100 10 970 00 0.0099 0 0073 0 0119 0.0291 0 0115 0 0176 100 10 980 00 0.0073 0 0075 0 0089 0.0237 0 0086 0 0151 100 10 990 00 0.0075 0 0074 0 0077 0.0226 0 0074 0 0152 100 10 1000 00 0.0074 0 0075 0 0077 0.0226 0 0075 0 0152 100 10 1010 00 0.0075 0 0075 0 0077 0.0228 0 0075 0 0153 100 10 1020 00 0.0075 0 0095 0 0078 0.0248 0 0075 0 0173 100 10 1030 00 0.0095 0 0114 0 0088 0.0297 0 0085 0.0212 100 10 1040 00 0.0114 0 0112 0 0108 0.0334 0 0104 0.0230 100 10 1050 00 0.0112 0 0112 0 0117 0.0341 0 0113 0.0228 100 10 1060 00 0.0112 0 0112 0 0116 0.0341 0 0112 0.0229 100 10 1070 00 0.0112 0 0113 0 0116 0.0341 0 0112 0.0229 100 10 1080 00 0.0113 0 0103 0 0116 0.0331 0 0112 0.0219 100 10 1090 00 0.0103 0.0093 0 0111 0.0307 0 0108 0.0199 100 10 1100 00 0.0093 0.0094 0 0101 0.0288 0 0098 0.0190 100 10 1110 00 0.0094 0.0133 0 0096 0.0323 0 0093 0.0230 100 10 1120 00 0.0133 0.0090 0 0117 0.0339 0 0113 0.0227 100 10 1130 00 0.0090 0.0057 0 0115 0.0263 0 0111 0.0151 100 10 1140 00 0.0057 0.0100 0 0077 0.0234 0 0074 0.0159 100 !0 1150 00 0.0100 0.0094 0.0081 0.0275 0 0078 0.0196 100 10 1160.00 0.0094 0.0095 0.0100 0.0289 0 0097 0.0192 100 10 1170 00 0.0095 0.0096 0.0098 0.0289 0 0095 0.0195 100 10 1180 00 0.0096 0.0095 0.0099 0 0291 0 0096 0.0195 100 10 1190 00 0.0095 0.0096 0.0099 0 0290 0 0096 0.0194 100 t0 1200 00 0.0096 0.0097 0.0099 0 0291 0 0095 0.0196 100 10 1210 00 0.0097 0.0096 0.0100 0 0293 0 0096 0.0196 100 10 1220 00 0.0096 0.0096 0.0100 0 0292 0.0097 0.0196 100 10 1230 00 0.0096 0.0098 0.0099 0 0294 0.0096 0.0197 100 10 1240 00 0.0098 0.0097 0.0100 0.0295 0 0097 0.0198 100 10 1250 00 0.0097 0.0097 0.0100 0.0294 0 0097 0.0197 100 10 1260 00 0.0097 0.0098 0.0100 0.0296 0 0097 0.0199 100 10 1270 00 0.0098 0.0097 0.0101 0.0297 0 0098 0 0199 100.10 1280 00 0.0097 0.0098 0.0101 0.0296 0 0098 0.0198 100.10 1290 00 0.0098 0.0099 0.0101 0.0298 0 0097 0 0200 100.10 1300 00 0.0099 0.0098 0.0102 0.0299 .0.0098 0.0200 100.10 1310 00 0.0098 0.0098 0.0102 0.0298 0 0099 0 0200 100.10 1320 00 0.0098 0.0088 0.0101 0.0288 0 0098 0.0190 100.t0 1330 00 0.0088 0.0079 0.0097 0.0264 0 0093 0 0171 100.10 1340 00 0 0079 0.0080 0.0087 0.0247 0 0084 0.0163 100.10 1350.00 0 0080 0.0079 0.0083 0.0242 0 0080 0 0162 100.10 1360 00 0 0079 0.0080 0.0082 0.0242 0 0080 0.0162 100.10 1370 00 0 0080 0.0080 0.0082 0.0243 0 0080 0 0164 100.10 1380 00 0 0080 0.0079 0.0083 0.0243 0 0080 0.0162 100.10 1390 00 0 0079 0.0081 0.0083 0.0243 0 0080 0.0163 100.10 1400 00 0 0081 0.0081 0.0083 0.0244 0 0080 0.0164 100.10 1410 00 COPY' 2/6/01 11'55'17 am Shareware Release page 11 Alaska Power BLKM0001 DRAINAGE LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM O1 O2+2S2 STAGE TIME cfs rain > (ft) (rain) 0.0081 0.0080 0.0083 0.0244 0.0081 0 0163 100.10 1420.00 0.0080 0.0081 0.0083 0.0244 0.0080 0 0163 100.10 1430.00 0.0081 0.0081 0.0083 0.0245 0.0080 0 0165 100.10 1440.00 0.0081 0.0038 0.0084 0.0203 0.0081 0 0122 100.10 1450 00 0.0038 0.0000 0.0062 0 0100 0.0060 0 0040 t00.10 1460 00 0.0000 0 0003 0.0020 0 0023 0.0020 0 0003 100.10 1470 00 0.0003 0 0002 0.0002 0 0006 0.0002 0 0004 100.10 1480 00 0.0002 0 0001 0.0002 0 0005 0 0002 0 0003 100.10 1490 00 0.0001 0 0001 0.0001 0 0004 0 0001 0 0002 100.t0 1500 00 0 0001 0 0001 0.0001 0 0003 0 0001 0 0002 100.10 1510 00 0 0001 0 0000 0.0001 0 0002 0 0001 0 0001 100.10 1520 00 0 0000 0 0000 0.0001 0.0001 0 0001 0 0001 100.10 1530 00 0 0000 0 0000 .0.0000 0.0001 0 0000 0 0001 100.10 1540 00 0 0000 0 0000 0.0000 0.0001 0 0000 0 0000 100.10. 1550 00 0 0000 0 0000 0.0000 0.0001 0 00'00 0 0000 100.10 1560 00 0 0000 0 0000 0.0000 0.0000 0 0000 0 0000 100.10 1570 00 0 0000 0 0000 0.0000 0.0000 0 0000 0 0000 100.10 1580 00 0 0000 0 0000 0.0000 0.0000 0 0000 0 0000 100.10 1590 00 0 0000 0 0000 0.0000 0.0000 0 0000 0 0000 100.10 1600 00 0 0000 0 0000 0.0000 0.0000 0 0000 0 0000 100.10 1610 00 0 0000 0.0000 0.0000 0.0000 0 0000 0 0000 100.10 1620 00 0 0000 0.0000 0.0000 0.0000 0 0000 0 0000 100.10 1630 00 0 0000 0.0000 0.0000 0.0000 0 0000 0 0000 100.10 1640 00 0 0000 0.0000 0.0000 0.0000 0 0000 0 0000 100.10 1650 00 cOPY 2/6/01 11-55:17 am Shareware Release page 12 Alaska Power BLKM0001 DRAINAGE ROUTING REPORT TRAPEZOIDAL BASIN ID No. Ti Description: Infiltration vault Length: 33.50 ft. Width: 3.00 ft. Side Slope 1: 0 Side Slope 3: 0 Side Slope 2: 0 Side Slope 4: 0 Infiltration Rate: 4.62 min/inch RISER DISCPLARGE ID No. Ri Description: Discharge riser Riser Diameter (in) : 6.00 elev: 103.00 ft Weir Coefficient · 9.739 height: 105.00 ft Orif Coefficient · 3.782 increm- 0.10 ft ROUTING CURVE STAGE STORAGE OUTFLOW 0+2S STAGE STORAGE OUTFLOW 0+2S STAGE STORAGE OUTFLOW 0+2S (ft) (cf) (cfs) cfs-min (ft) (cf) (cfs) cfs-min (ft) (cf) (cfs) cfs-min === = = = ===========_-==_-_-= ========================================== = ======================================= === == = !00.00 0.0000 0 0000 0.0000 101.80 180 90 0 0697 0.6727 103 60 361 80 0.8416 2.0476 100 . 10 !0 . 050 0 0324 0 . 0659 101 90 190 95 0 0719 0 . 7084 103 70 371 85 0 . 9025 2 . 1420 100.20 20 100 0 0346 0.1016 102 00 201 00 0 0741 0.7441 103 80 381 90 0.9593 2.2323 100.30 30 150 0 0368 0.1373 102 10 211 05 0 0763 0.7798 103 90 391 95 1.0128 2.3193 100.40 40 200 0 0390 0.1730 102 20 221 10 0 0785 0.8155 104 00 402 00 1.0635 2.4035 100.50 50 250 0 0412 0.2087 102 30 231 15 0 0807 0.8512 104 10 412 05 1.1118 2.4853 100.60 60 300 0 0434 0.2444 102 40 241 20 0 0829 0.8869 104 20 422 10 1.1581 2.5651 100.70 70 350 0 0456 0.2801 102 50 251 25 0 0851 0.9226 104 30 432 15 1.2026 2 6431 100.80 80 400 0 0478 '0.3158 102.60 261 30 0.0873 0.9583 104.40 442.20 1.2455 2 7195 100.90 90 450 0 0500 0.3515 102 70 271 35 0.0895 0.9940 104.50 452 25 1.2870 2 7945 !01.00 100.50 0 0522 0.3872 102 80 281 40 0.0917 1.0297 104.60 462 30 1.3271 2 8681 101.10 110.55 0.0544 0.4229 102 90 291 45 0.0939 1.0654 104.70 472 35 1.3661 2 9406 101.20 120.60 0.0565 0.4585 103 00 301.50 0.0000 1 0050 104.80 482 40 1.4041 3 0121 101.30 130.65 0.0587 0.4942 103 10 311.55 0.3972 1 4357 104.90 492 45 1.4410 3 0825 101.40 140.70 0.0609 0.5299 103 20 321.60 0.5233 1 5953 105.00 502 50 1.4771 3 1521 101.50 150.75 0.0631 0.5656 103 30 331.65 0.6205 1 7260 101.60 160.80 0.0653 0.6013 103.40 341.70 0.7028 1 8418 t01.70 170.85 0.0675 0.6370 103.50 351.75 0.7756 1 9481 ..... . COPY 2/6/01 11-55:17 am Shareware Release page 13 Alaska Power BLKH0001 DRAINAGE ~.~,' LEVEL POOL ROUTING TABLE 10 year MATCH Q (cfs) · 0.02 INFLOW Q (cfs} · 0. 112 - PEAK STAGE (ft) · i01.69 PEAK OUTFLOW - 0.071. PEAK TIHE. 500.00 min. INFLOW HYD Ne. - 5 OUTFLOW HYD Ne.: 12 LEVEL POOL ROUTING TABLE I1 12 2S1 SUM O1 O2+2S2 STAGE TIHE < cfs rain > (ft) (rain) 0.0000 0.0000 0.0000 0.0000 0.0000 0 0000 100.00 70.00 0.0000 0.0007 0.0000 0.0008 0.0000 0 0008 100.00 80.00 0.0007 0.0020 0.0004 0.0032 0.0004 0 0028 100.10 90 00 0.0020 0.0033 0.0014 0.0068 0.0014 0 0054 100.10 100 00 0.0033 0 0044 0.0027 0.0105 0.0027 0 0078 100.10 110 00 0.0044 0 0054 0.0040 0.0138. 0 0039 0 0100 100.10 120 00 0.0054 0 0070 0.0051 0.0175 0 0049 0 0126 100.10 130 00 0.0070 0 0086 0.0064 0.0219 0 0062 0 0157 100.10 140 00 0.0086 0 0095 0.0080 0.0260 0 0077 0 0183 100.10 150 00 0.0095 0 0102 0.0093 0.0290 0 0090 0 0200 100.10 160.00 0.0102 0 0111 0.0102 0.0316 0 0098 0 0217 100.10 170.00 0.0111 0 0118 0.0110 0.0340 0 0107 0 0233 100.10 180.00 0.0118 0 0123 0.0118 0.0360 0 0115 0 0245 100.10 190.00 0.0123 0 0130 0.0125 0.0379 0 0121 0 0258 100.10 200.00 0.0130 0 0135 0.0131 0.0397 0 0127 0 0270 100.t0 210 00 0.0135 0 0139 0.0137 0.0412 0.0133 0 0279 100.10 220 00 0.0139 0 0145 0.0142 0.0425 0.0137 0 0288 100.10 230 00 0.0145 0 0149 0.0147 0.0440 0.0142 0 0298 100.10 240 00 0.0149 0 0164 0.0152 0.0464 0.0147 0 0318 100.10 250 00 0.0164 0 0178 0.0161 0.0504 0.0156 0 0348 100.10 260 00 0.0178 0 0181 0.0177 0.0537 0.0171 0.0366 100.10 270.00 0.0181 0 0187 0.0186 0.0554 0.0180 0.0374 100.10 280.00 0.0187 0 0188 0.0190 0.0565 0.0184 0.0381 100.10 290.00 0.0'188 0 0192 0.0194 0.0574 0.0187 0.0386 100.10 300.00 0.0192 0 0250 0.0196 0.0638 0.0190 0.0448 100.10 310.00 0.0250 0 0303 0.0228 0.0781 0.0220 0.0560 t00.10 320.00 0.0303 0 0303 0.0285 0.0890 0.0275 0.0615 100.10 330.00 0.0303 0 0308 0.0313 0.0924 0.0302 0.0621 100.10 340 00 0.0308 0 0312 0.0316 0.0936 0.0306 0.0631 100.10 350 00 0.0312 0.0316 0.0321 0.0949 0.0310 0.0639 100.10 360 00 0.0316 0.0305 0.0325 0.0946 0.0314 0.0632 100 10 370 00 0.0305 0.0295 0.0321 0.0922 0.0311 0.0611 100 10 380 00 0.0295 0.0297 0.0311 0.0903 0.0300 0.0603 100 10 390 00 0.0297 0.0300 0.0306 0.0903 0.0296 0.0607 100 10 400 00 0.0300 0.0303 0.0308 0.0911 0.0298 0.0613 t00 10 410 00 0.0303 0.0303 0.0312 0.0918 0.0301 0.0617 100 10 420 00 0.0303 0.0506 0.0314 0.1122 0.0303 0.0819 100 t0 430 00 0.0506 0.0692 0.0485 0.1682 0.0334 0.1348 100.14 440 00 0.0692 0.0679 0.0982 0.2353 0.0366 0.1986 100.29 450 00 0.0679 0.0973 0.1581 0.3234 0.0406 0.2828 100.47 460 00 COPY 2/6/01 11'55-17 am Shareware Releas,___.e-~~ Alaska Power BLKMO 0 0 1 DRAINAGE ~! ~: ", LEVEL POOL ROUTING TABLE ~ ... LEVEL POOL ROUTING TABLE I1 I2 2S1 SUH O1 O2+2S2 STAGE TIHE < cfs min > (ft) min) 0 0973 0.1239 0.2370 0.4583 0.0457 0.4126 100 71 470 00 0 1239 0.1224 0.3589 0.6052 0.0537 0.5515 101 07 480 00 0 1224 0.0845 0.4892 0.6961 0.0623 0.6338 101 46 490 00 0 0845 0.0498 0.5665 0.7008 0.0673 0.6335 10'1 69 500 00 0 0498 0.0536 0.5662 0.6695 0.0673 0.6022 101 69 510 00 0 0536 0.0500 0.5368 0.6404 0.0654 0.5750 101 60 520 00 0 0500 0.0473 0.5113 0.6085 0.0637 0.5448 101 53 530.00 0 0473 0.0477 0 4830 0.5779 0 0619 0.5161 101 44 540.00 0 0477 0.0394 0 4560 0.5431 0 0601 0 4830 101 36 550.00 0 0394 0.0320 0 4249 0.4964 0 0581 0.4384 101 27 560.00 0 0320 0.0329 0 3831 0.4480 0 0553 0.3927 101 14 570 00 0 0329 0.0331 0 3402 0.4062 0 0525 0.3537 !01 02 580 00 0 0331 0.0331 0 3036 0.3699 0 0501 0.3198 100 91 590 00 0 0331 0.0333 0.2718 0.3382 0 0480 0.2902 100 81 600 00 0 0333 0.0319 0.2440 0.3093 0 0462 0.2631 100 73 610 00 0 0319 0.0307 0.2185 0.2812 0.0445 0.2367 100 65 620 00 0 0307 0.0311 0.1938 0.2556 0.0429 0.2126 100 58 630 00 0 0311 0.0311 0.1712 0.2333 0.0414 0.1919 100.51 640 00 0 0311 0.0315 0.1518 0.2143 0.0402 0.1742 100.45 650 00 0 0315. 0.0317 0.1351 0.1983 0.0391 0.1592 100.40 660 00 0'.0317 0.0284 0.1211 0.1812 0.0381 0.1430 100.36 670 00 0 0284 0.0255 0.1059 0.1598 0.0371 0.1226 100.32 680 00 0 0255 0.0259 0.0867 0.1381 0.0359 0.1022 100.26 690.00 0 0259 0.0262 0.0676 0.1196 0.0346 0.0850 100.20 700.00 0 0262 0.0260 0.0514 0.1036 0.0336 0.0700 100.15 710.00 0 0260 0 0262 0.0374 0.0896 0.0327 0.0569 100.11 720.00 0 0262 0 0265 0.0289 0.0816 0.0280 0.0536 . 100 09 730.00 0 0265 0 0264 0.0273 0.0802 0.0264 0.0538 100 10 740.00 0 0264 0 0265 0.0273 0.0803 0.0265 0.0538 100 10 750.00 0 0265 0 0269 0.0274 0.0808 0.0265 0.0543 100 10 760.00 0 0269 0 0268 0.0276 0.0813 0.0267 0.0546 100 10 770.00 0.0268 0 0269 0.0277 0.0814 0.0268 0.0546 100 10 780.00 0.0269 0.0237 0.0278 0.0784 0.0268 0.0515 100 10 790.00 0.0237 0 0206 0.0262 0.0705 0.0253 0..0451 100.10 800.00 0.0206 0 0208 0.0229 0.0644 0.0222 0.0422 100 10 810.00 0.0208 0 0208 0.0214 0.0631 0.0207 0.0423 100 10 820.00 0.0208 0 0208 0.0215 0.0631 0.0208 0.0423 100 10 830.00 0.0208 0 0208 0.0215 0.0631 0.0208 0.0423 100 10 840.00 0.0208 0 0225 0.0215 0.0649 0.0208 0.0441 100 10 850.00 0.0225 0 0243 0 0224 0.0693 0.0217 0.0476 100 10 860.00 0.0243 0 0243 0 0242 0.0729 0.0234 0.0494 100 10 870.00 0.0243 0 0243 0 0251 0.0737 0.0243 0.0494 100 10 880.00 0.0243 0 0246 0 0251 0.0740 0.0243 0.0497 100 10 890.00 0.0246 0 0247 0 0252 0.0745 0.0244 0.0501 100 10 900.00 0.0247 0 0246 0 0255 0.0747 0.0246 0.0501 100 10 910.00 0.0246' 0 0249 0 0255 0.0749 0.0246 0.0503 100 10 920.00 COPY 2/6/01 11'55:17 am Shareware Rel""'~e~'il It :~ "~/~ i=~'7 j %[/ .................. P~' i15 Alaska Pqwer i~l,~ u DRAINAGE i .~ .': LEVEL POOL ROUTING TABLi~ JEFF~qSO~, 20U:~ i DEPT. OF ~'~"~ .... ~' nxu~' ~'~'~-~T J ~VEL ~OOL RO~T~G TABLE I1 I2 2S1 SUM O1 02+2S2 STAGE TIME < cfs rain ..... ~ (ft) (rain) -- 0.0249 0 0250 0.0256 0.0755 0 0247 0 0507 100.10 930 O0 0.0250 0 0249 0.0258 0.0756 0 0249 0 0507 100.10 940 O0 0.0249 0 0252 0.0258 0.0758 0 0249 0 0509 100.10 950 O0 0.0252 0 0252 0.0259 0.0763 0 0250 0 0513 100.10 960 O0 0.0252 0 0198 0.0261 0.0711 0 0252 0 0459 100.10 970 O0 0.0198 0 0152 0.0233 0.0584 0 0226 0 0358 100.10 980 O0 0 0152 0 0154 0.0182 0.0488 0.0176 0 0312 100.10 990 O0 0 0154 0 0150 0.0158 0.0462 0.0153 0 0309 100.10 1000 O0 0 0150 0 0151 0.0157 0.0457 0.0152 0.0305 100.10 1010 O0 0 0151 0 0150 0.0155 0.0455 0.0150 0 0305 100.10 1020 O0 0 0150 0 0183 0.0155 0.0488 0.0150 0 0338 100.10 1030 O0 0 0183 0 0217 0.0172 0.0572 0.0166 0 0406 100.10 1040 O0 0 0217 0 0216 0.0206 0.0639 0.0199 0 0440 100.10 1050 O0 0 0216 0 0218 0.0223 0.0657 0.0216 0 0441 100.10 1060 O0 0 0218 0 0219 0.0224 0.0662 0.0217 0 0445 100.10 1070 O0 0.0219 0 0221 0.0226 0.0666 0.0219 0 0448 100.10 1080 O0 0 0221 0 0205 0.0228 0.0653 0.0220 0 0433 100.10 1090 O0 0 0205 0 0187 0.0220 0.0612 0 0213 0 0399 100.10 1t00 O0 0 0187 0.0189 0.0203 0.0579 0 0196 0 0383 100 10 1110 O0 0 0189 0.0254 0.0194 0.0637 0 0188 0 0449 100 10 1120 O0 0 0254 0.0184 0.0228 0.0667 0 0221 0 0446 t00 10 1130 O0 0 0184 0.0127 0.0227 0.0538 0 0219 0 0318 100 10 1140 O0 0.0127 0.0195 0.0162 0.0484 0 0156 0 0327 100 10 1150 O0 0.0195 0 0187 0.0166 0.0548 0.0161 0 0388 100 10 1160 O0 0.0187 0 0188 0.0197 0.0572 0.0191 0 0381 100 10 1170 O0 0.0188 0 0191 0.0194 0.0573 0.0188 0.0385 100.10 1180 O0 0.0191 0 0189 0.0196 0.0575 0.0189 0.0386 100.10 1190 O0 0.0189 0 0190 0.0196' 0.0575 0.0190 0.0385 100.10 1200 O0 0.0190 0 0192 0.0196 0.0577 0.0189 0.0388 100.10 1210 O0 0.0192 0 0190 0.0197 0.0579 0.0191 0.0389 100.!0 1220 O0 0.0190 0 0191 0.0198 0.0578 0.0191 0 0387 t00.10 1230 O0 0.0191 0 0193 0.0197 0.0581 0.0190 0 0390 100.10 1240 O0 0.0193 0 0191 0.0198 0.0583 0.0192 0 0391 10'0.10 1250 O0 0.0191 0 0192 0.0199 0.0582 0.0192 0 0390 100.10 1260.00 0.0192 0 0194 0.0198 0.0584 0.0192 0 0393 100.10 1270 O0 0.0194 0 0192 0.0200 0.0586 0.0193 0 0393 100 10 1280 O0 0.0192 0 0193 0.0200 0.0585 0.0193 0 0392 100 10 1290 O0 0.0193 0 0195 0.0199 0.0588 0.0193 0 0395 100 10 1300 O0 0 0195 0 0194 0.0201 0.0590 0.0194 0 0396 t00 10 1310 O0 0 0194 0 0194 0.0201 0.0589 0.0195 0 0394 100 10 1320 O0 0 0194 0 0177 0.0200 0.0572 0.0194 0 0378 100 10 1330 O0 0 0177 0 0161 0.0192 0.0530 0.0186 0 0344 !00 10 1340 O0 0 0161 0 0161 0.0175 0.0497 0.0169 0 0328 100 10 1350 O0 0 0161 0 0158 0.0167 0.0486 0.0161 0 0325 !00 10 1360 O0 0 0158 0 0160 0.0165 0.0483 0.0160 0 0323 100 10 1370 O0 0 0160 0 0159 0.0164 0.0484 0.0159 0 0325 100 10 1380 O0 COPY 2/6/01 11-55.17 am Shareware Release page 16 Alaska Power BLKM0001 DRAINAGE LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE I1 12 2S1 SUM O1 O2+2S2 STAGE TIME < cfs min > (ft) (min) 0 0159 0.0157 0.0165 0.0482 0.0160 0.0322 100.10 1390.00 0 0157 0.0159 0.0164 0.0480 0.0158 0.0322 100.10 1400.00 0 0159 0.0159 0.0164 0.0482 0.0158 0.0324 100.10 1410.00 0 0159 0.0157 0.0165 0.0481 0.0159 0.0322 100.10 1420 00 0 0157 0.0160 0.0164 0.0480 0.0158 0.0322 100.10 1430 00 0 0160 0.0160 0.0164 0.0483 0.0158 0.0325 100.10 1440 00 0 0160 0.0086 0.0165 0.0410 0.0160 0.0251 100.10 1450 00 0 0086 0.0017 0.0127 0.0230 0.0123 0.0107 100.10 1460 00 0 0017 0.0017 0.0054 0.0089 0.0053 0.0036 100 10 1470 00 0 0017 0.0012 0.0018 0.0047 0 0018 0.0030 100 10 1480 00 0.0012 0.0009 0.0015 0.0035 0 0015 0.0021 i00 10 1490 00 0 0009 0.0006 0.0011 0.0025 0 0010 0.0015 100 10 1500 00 0 0006 0.0004 0.0008 0.0018 0 0007 0.00tl 100 10 1510 00 0 0004 0.0003 0.0006 0.0013 0 0005 0.0008 100 10 1520 00 0 0003 0.0002 0.0004 0.0010 0 0004 0.0006 100 10 1530 00 0 0002 0.0002 0.0003 0.0007 0 0003 0.0004 100 10 1540 00 0 0002 0.0001 0.0002 0.0005 0 0002 0.0003 100.10 1550 00 0 0001 0.0001 0.0001 0.0004 0 0001 0.0002 100.10 1560 00 0 0001 0.0001 0.000t 0.0003 0 0001 0.0002 100.10 1570 00 0 0001 0.0000 0.0001 0.0002 0 0001 0.0001 100.10 1580 00 0 0000 0.0000 0.0001 0.0001 0 0001 0.0001 100.10 1590 00 0 0000 0.0000 0.0000 0.0001 0 0000 0.0001 100.10 1600 00 0 0000 0 0000 0.0000 0.0001 0 0000 0.0000 100.10 1610 00 0 0000 0 0000 0.0000 0.0000 0.0000 0.0000 100.10 1620.00 0 0000 0 0000 0.0000 0.0000 0.0000 0.0000 100.10 1630 00 0.0000 0 0000 0.0000 0.0000 0.0000 0.0000 100.10 1640 00 0.0000 0 0000 0.0000 0.0000 0.0000 0.0000 100o10 1650 00 0.0000 0 0000 0.0000 0.0000 0.0000 0.0000 100.10 1660 00 0.0000 0 0000 0.0000 0.0000 0.0000 0o0000 100.10 1670 00 0.0000 0 0000 0.0000 0.0000 0.0000 0.0000 100.10 1680 00 0.0000 0 0000 0.0000 0.0000 0.0000 0.0000 100.10 1690 00 0.0000 0 0000 0.0000 0.0000 0.0000 0.0000 100.10 1700 00 0.0000 0 0000 0.0000 0.0000 0.0000 0.0000 100.10 1710 00 COPY 2/6/01 11:55:17 am Shareware Release page 17 Alaska Power BLKM0001 DRA I NAG E ROUT ING REPORT TRAPEZOIDAL BASIN ID No. Ti Description: Infiltration vault Length: 33.50 ft. Width: 3.00 ft. Side Slope 1: 0 Side Slope 3: 0 Side Slope 2: 0 Side Slope 4: 0 Infiltration Rate: 4.62 min/inch RISER DISCHARGE ID No. Ri Description- Discharge riser Riser Diameter (in)- 6.00 elev: 103.00 ft Weir Coefficient...: 9.739 height: 105.00 ft Orif Coefficient...: 3.782 increm: 0.10 ft ROUTING CURVE STAGE STORAGE OUTFLOW O+2S STAGE STORAGE OUTFLOW O+2S STAGE STORAGE OUTFLOW 0+2S (ft) (cf~ (cfs) cfs-min (ft) (cf (cfs) cfs-min (ft) (cf) (cfs) cfs-min = =_-== === == = = = === === ====== ==== = == ==============_-==== === === ==_-=_-_-_-= = =_-= = = ==~ = = = = = == === === ==== == === == ==== _-=== == = = = 100.00 0.0000 0.0000 0.0000 101 80 180 90 0 0697 0.6727 103.60 361.80 0.8416 2.0476 100 . 10 10 . 050 0 . 0324 0 . 0659 101 90 190 95 0 0719 0 . 7084 103 . 70 371 . 85 0 . 9025 2 . 1420 100.20 20.100 0.0346 0.1016 102 00 201 00 0 0741 0.7441 103.80 381.90 0,9593 2.2323 100.30 30,150 0.0368 0.1373 102 10 211 05 0 0763 0.7798 103.90 391.95 1 0128 2.3193 !00.40 40,200 0.0390 0.1730 102 20 221 10 0 0785 0.8155 104 00 402.00 1 0635 2 4035 100.50 50.250 0.0412 0.2087 102 30 231 15 0.0807 0.8512 104 !0 412.05 1 1118 2 4853 100 60 60.300 0.0434 0.2444 102 40 241 20 0.0829 0,8869 104 20 422.10 1 1581 2 5651 100 70 70.350 0.0456 0.2801 102 50 251.25 0.0851 0.9226 104 30 432.15 1 2026 2 6431 100 80 80,400 0 0478 0.3158 102 60 261.30 0.0873 0.9583 104 40 442.20 1 2455 2 7195 100 90 90.450 0 0500 0,3515 102 70 271.35 0.0895 0 9940 104 50 452 25 1 2870 2 7945 101 00 100.50 0 0522 0 3872 102 80 281.40 0.0917 1 0297 104 60 462 30 1 3271 2 8681 101 10 110.55 0 0544 0 4229 102 90 291.45 0.0939 1 0654 104 70 472 35 1 3661 2.9406 101.20 120.60 0 0565 0 4585 103 00 301.50 0.0000 1 0050 104 80 482 40 1 4041 3.0121 101.30 130.65 0 0587 0 4942 103 10 311.55 0,3972 1 4357 104 90 492 45 1 4410 3.0825 101.40 140.70 0 0609 0 5299 103 20 321.60 0.5233 1 5953 105 00 502 50 1 4771 3.1521 101.50 150.75 0 0631 0 5656 103 30 331.65 0.6205 1.7260 101.60 160.80 0.0653 0 6013 103 40 341.70 0.7028 1.8418 101.70 170.85 0.0675 0 6370 103 50 351.75 0.7756 1.9481 2/6/01 11:55:17 am Shareware Release page 18 Alaska Power BLKM0001 D RA I NAG E LEVEL POOL ROUTING TABLE . . 100 year ~TCH Q (cfs) : 0.05 INFLOW Q (cfs): 0'17~ PEAK STAGE (ft) · 102.90 PEAK OUTFLOW : 0.09 PEAK TIME: 510.00 min. ' INFLOW HYD No. : 6 OUTFLOW HYD No.: 13 LEVEL POOL ROUTING TABLE I1 I2 2S1 SUM O1 O2+2S2 STAGE TIME < cfs min ~ (ft) (min) 0.0000 0.0003 0.0000 0.0003 0.0000 0 0003 100.00 60 00 0.0003 0 0019 0.0001 0.0023 0.0001 0 0022 100.00 70 00 0.0019 0 0043 0.0011 0.0074 0.0011 0 0063 100.10 80 00 0 0043 0 0064 0.0032 0.0140 0.0031 0 0109 100.10 90 00 0 0064 0 0082 0 0055 0.0202 0.0054 0 0148 100.10 100 00 0 0082 0 0098 0 0075 0.0256 0.0073 0 0183 100 10 t10 00 0 0098 0 0111 0 0093 0.0302 0.0090 0.0212 100 10 120 00 0 0111 0 0135 0 0108 0.0354 0.0104 0.0250 100 10 130 00 0 0135 0 0159 0 0127 0.0421 0.0123 0.0298 100 10 140 00 0.0159 0.0170 0 0152 0.0481 0.0147 0.0334 -100 10 150 00 0.0170 0.0179 0.0170 0.0520 0.0164 0.0355 100 10 160 00 0.0179 0.0191 0 .0181 0.0550 0.0175 0.0376 100 10 170 00 0.0191 0.0199 0 0191 0.0580 0.0185 0.0396 100.10 180 00 0.0199 0.0204 0 0201 0.0604 0.0194 0.0409 100.10 190 00 0.0204 0.0213 0 0208 0.0625 0.0201 0 0424 100.10 200 00 0.0213 0.0218 0 0215 0.0647 0.0208 0 0438 100.10 210 00 0.0218 0.0222 0 0223 0.0663 0.0216 0 0447 100.10 220 00 0.0222 0.0229 0 0227 0.0678 0.0220 0 0458 100.10 230 00 0.0229 0.0233 0 0233 0.0694 0.0225 0 0469 . 100.10 240 00' 0.0233 0.0255 0.0238 0.0726 0.0231 0 0496 100.10 250 00 0.0255 0.0275. 0.0252 0.0782 0.0244 0.0539 100.10 260 00 0.0275 0.0278 0.0274 0.0827 0.0265 0.0562 100.10 270 00 0.0278 0.0284 0.0286 0.0848 0.0276 0.0571 100 10 280 00 0.0284 0.0285 0.0290 0.0859 0.0281 0.0579 100 10 290 00 0.0285 0.0288 0.0294 0.0867 0.0284 0.0583 100 10 300 00 0.0288 0.0374 0.0296 0.0959 0.0287 0.0672 100 10 310 00 0.0374 0.0450 0.0347 0.1172 0.0325 0.0847 100 10 320 00 0.0450 0.0448 0.0511 0.1410 0.0336 0.1074 100 15 330 00 0.0448 0.0453 0.0725 0.1626 0.0350 0.1277 100 22 340 00 0.0453 0.0457 0.0915 0.1825 0.0362 0.1463 100 27 350.00 0.0457 0..0461 0.1090 0.2008 0.0374 0.1635 100 33 360 00 0.0461 0.0444 0.1251 0.2155 0.0384 0 1771 100 37 370 00 0.0444 0.0428 0 1379 0.2250 0.0392 0 1857 100 41 380 00 0.0428 0.0429 0 1460 0.2317 0.0398 0 1919 100 44 390 00 0.0429 0.0431 0 1517 0.2378 0.0402 0 1977 100 45 400 00 0.0431 0.0436 0 1572 0.2439 0.0405 0 2034 100 47 410 00 0.0436 0.0435 0 1625 0.2496 0.0409 0 2087 100 49 420 00 0.0435 0.0722 0 1675 0.2832 0.0412 0.2420 100 50 430 00 0.0722 0.0985 0 1988 0.3696 0.0432 0.3263 100 59 440.00 0.0985 0.0964 0 2779 0.4728 0.0484 0.4244 t00 83 450.00 cOPY 2/6/01 11'55-17 am Shareware Relea~ Alaska Power BLKMO001 DRAINAGE ......... LEVEL POOL ROUTING TABLE LEVEL POOL ROUTING TABLE I1 12 2S1 SUM O1 O2+2S2 STAGE TIME < cfs rain > (ft) (rain) 0 0964 0.1376 0.3700 0.6040 0.05'44 0.5495 101.10 460 00 0 1376 0.1747 0.4874 0.7997 0.0621 0.7375 101.45 470 00 0 1747 0.1728 0.6638 1.0113 0.0737 0.9376 101.98 480 00 0 1728 0.1205 0.8516 1.1448 0 0860 1.0588 102.54 490 00 0 1205 0.0726 0.9654 1 1585 0 0935 1.0650 102.88 500 00 0 0726 0.0788 0.9712 1 1226 0 0938 1 0288 102.90 510 00 0 0788 0.0745 0.9372 1 0904 0 0916 0 9988 102.80 520 00 0 0745 0.0715 0.909i 1 0551 0 0898 0 9654 102.71 530 00 0 0715 0.0728 0.8777 1 0220 0 0877 0 9343 102.62 540.00 0 0728 0.0617 0.8485 0 9829 0 0858 0 8971 102.53 550 00 0 0617 0.0514 0.8136 0 9266 0 0835 0 8431 102.43 560 00 0 0514 0.0526 0.7629 0.8669 0 0802 0 7867 102.28 570 00 0 0526 0.0530 0.7099 0.8155 0 0767 0 7387 102.12 580 00 0 0530 0 0529 0.6650 0.7709 0 0738 0 6971 101.98 590 00 0 0529 0 0533 0.6259 0.7321 0 0712 0 6608 101.87 600 00 0.0533 0 0513 0.5919 0.6964 0 0690 0 6274 101.77 610 00 0.0513 0 0494 0.5605 0.6612 0 0669 0 5942 101.67 620 00 0.0494 0 0498 0.5293 0.6286 0 0649 0 5637 101.58 630 00 0.0498 0 0497 0.5007 0.6003 0 0630 0 5323 101.49 640 00 0.0497 0 0503 0.4759 0.5759 0 0614 0 5145 101.42 650.00 0.0503 0 0505 0.4545 0.5554 0 0600 0 4954 101.36 660 00 0.0505 0 0458 0.4366 0.5329 0 0588 0.4741 101.30 670 00 0 0458 0 0414 0.4166 0.5038 0 0575 0.4463 101.24 680 00 0 0414 0 0417 0.3905 0.4736 0 0558 0.4179 101.17 690 00 0 0417 0 0419 0.3638 0.4475 0 0540 0.3934 101.09 700 00 0 0419 0 0417 0.3409 0.4245 0 0525 0.3720 101.02 710 00 0 0417 0 0418 0.3207 0.4042 0 0512 0.3530 100.96 720 00 0 0418 0 0422 0.3029 0.3869 0 0501 0.3368 100.90 730 00 0 0422 0 0420 0.2877 0.3719 0 0491 0.3228 100.86 740 00 0 0420 0 042'1 0.2746 0.3588 0 0482 0.3105 100.82 750 00 0 0421 0.0426 0.2631 0.3478 0 0474 0.3004 100.79 760 00 0 0426 0.0424 0.2536 0.3386 0 0468 0.2918 100.76 770.00 0 0424 0.0426 0.2455 0.3305 0 0463 0.2842 100.73 780.00 0 0426 0.0380 0.2384 0.3190 0 0458 0.2732 100.71 790.00 0 0380 0.0333 0.2280 0.2993 0 0452 0.2542 100.68 800.00 0 0333 0.0335 0.2102 0.2770 0 0440 0.2330 100.63 810.00 0 0335 0 0332 0.1903 0.2570 0 0427 0.2143 100.57 820 00 0 0332 0 0331 0.1728 0.2391 0 0415 0.1976 10'0.52 830 00 0 0331 0 0331 0.1571 0.2233 0 0405 0.1828 100.47 840 00 0 0331 0 0355 0.1432 0.2117 0 0396 0.1721 100.43 850 00 0 0355 0 0381 0.1332 0.2067 0 0389 0.1678 100.40 860 00 0 0381 0 0381 0.1291 0.2053 0 0387 0.1666 100..39 870 00 0 0381 0 0381 0.1280 0.2042 0 0386 0.1656 100.38 880 00 0 0381 0 0386 0.1271 0.2038 0 0385 0.1653 100.38 890 00 0 0386 0 0388 0.1268 0.2041 0 0385 0.1656 100.38 900 00 0 0388 0 0386 0.1271 0.2045 0 0385 0.1659 100.38 910 00 COlbY 2/6/01 11 · 55:17 am Shareware Relea~m ~ Ale-age ..... 2~0 Alaska Power BL~0001 D~INAGE LEVEL POOL ROUTING TABLE [ . LEVEL POOL ROUTING TABLE ' I1 I2 2S1 SUH O1 O2+2S2 STAGE TIME < cfs rain > (ft) rain) 0 0386 0.0391 0.1274 0.2051 0.0386 0.1666 100.38 920 O0 0 0391 0.0392 0.1280 0.2063 0.0386 0.1677 100.38 930 O0 0 0392 0.0391 0.1290 0.2073 0.0387 0.1687 100.39 940 O0 0 0391 0.0395 0.1299 0.2085 0~0387 0.1698 100.39 950 O0 0 0395 0.0396 0.1310 0.2101 0.0388 0.1713 100.39 960 O0 0 0396 0.0319 0.1325 0.2039 0.0389 0.1650 100.40 970 O0 0 0319 0.0250 0.1265 0.1834 0.0385 '0.1448 100.38 980 O0 0 0250 0.0249 0.1076 0.1574 0.0373 0.1202 100.32 990 O0 0 0249 0.0240 0.0844 0.1333 0.0357 0.0976 100.25 1000 O0 0 0240 0.0240 0.0632 0.1112 0.0344 0.0769 100 19 1010 O0 0 0240 0.0237 0.0438 0.0915 0 0331 0.0584 t00 13 1020 O0 0 0237 0.0284 0.0297 0.0819 0 0287 0.0531 100 09 1030 O0 0 0284 0.0334 0.0270 0 0888 0 0261 0.0627 100 10 1040 O0 0 0334 0.0334 0.0319 0 0987 0 0308 0.0678 100 10 1050 O0 0 0334 0.0338 0.0353 0 1026 0 0325 0.0700 100 11 1060 O0 0 0338 - 0.0341 0.0374 0 1054 0 0327 0.0727 100 11 1070 O0 0 0341 0.0344 0.0399 0 1084 0.0328 0.0756 ' 100 12 1080 O0 0 0344 0.0321 0.0426 0 1091 0 0330 0.0761 100 13 10,90 O0 0 0321 0.0296 0.0430 0.1047 0 0330 0.0717 100 13 1100 O0 0.0296 0.0297 0.0389 0.0982 0 0328 0.0654 100 12 1110 O0 0 0297 0.0390 0.0333 0.1020 0 0322 0 0698 100 10 1120 O0 0 0390 0.0292 0.0371 0.1054 0 0326 0 0727 100 11 1130.00 0 0292 0.0208 0.0399 0.0899 0 0328 0 0571 100 12 1140.00 0 0208 0.0303 0.0290 0.0801 0 0281 0 0521 100.09 1150.00 0 0303 0.0291 0.0265 0.0859 0 0256 0 0603 100.10 1160.00 0 0291 0.0293 0.0307 0.0892 0 0297 0 0595 100,10 1170.00 0 0293 0.0297 0.0302 0.0893 0 0293 0 0600 100.10 1180 O0 0.0297 0.0295 0.0305 0.0897 0 0295 0.0602 100.10 1190 O0 0.0295 0.0295 0.0306 0.0896 0 0296 0 0600 100.10 1200 O0 0 0295 0.0299 0.0305 0.0899 0 0295 0 0604 100.10 1210 O0 0 0299 0.0296 0.0307 0.0903 0 0297 0 0605 100.10 1220 O0 0 0296 0.0297 0.0308 0.0901 0.0298 0 0604 100.t0 1230 O0 0 0297 0.0301 0.0307 0.0905 0.0297 0 0608 100.10 1240 O0 0 0301 0.0298 0.0309 0.0908 0.0299 0 0609 100.10 1250 O0 0 0298 0.0299 0.0309 0.0906 0.0299 0.0607 100.10 1260 O0 0 0299 0.0302 0.0308 0.0909 0.0298 0 0611 100.10 1270 O0 0.0302 0.0300 0.0311 0.0912 0 0300 0 0612 100,10 1280 O0 0.0300 0.0300 0.0311 0.0911 0 0301 0 0610 100.10 1290 O0 0 0300 0.0304 0.0310 0.0914 0 0300 0 0614 100.10 1300 O0 0 0304 0.0301 0.0312 0.0917 0 0302 0 0615 100.10 1310 O0 0 0301 0.0302 0.0313 0.0915 0 0302 0 0613 t00.10 1320 O0 0 0302 0.0277 0.0312 0.0891 0 0301 0 0589 100.10 1330 O0 0 0277 0.0253 0.0299 0,083'0 0 0290 0 0540 100.10 1340 O0 0 0253 0.0253 0.0275 0.0781 0 0266 0 0515 100.10 1350 O0 0 0253 0.0247 0.0262 0.0762 0.0253 0 0509 100.10 1360 O0 0 0247 0.0249 0.0259 0.0755 0.0250 0 0505 100.10 1370 O0 Knowing D and Q looking for H in feet Sharp Edge Orifice with C=0.0676 D = 0.14 Feet d = 1.670 Inches <- ENTER DATA ~Q = 0.05 CFS <- ENTER DATA H = (0.0676)(Q^2)/(D^4) Feet H = 0.45055 Feet or h = 5.407 Inches