|
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br /> 10 Year 50 Year 100 Year 100 Year Floodwav (0.5' E.G.l ,) 100 Year R 1.0'E.G.L. _ 500Year
<br /> Station Thalwag CWSEL 1ft) Total Width Velocity Area (SQ. Total Width DisUelt(ft)' Disl Rinhtlft)' CWSEL 1ft) Tota~:idth Aowlcfsl'
<br />Reach Number Elevation ift Flow (cfs) CWSEL 1ft) Aow(cfsl Row IcIs' CWSELlft 1ft' 1ft/5" ft'~ CWSEL 1ft) 1ft) Dist.LefHft)' Disl Richl (ftll CWSEL 1ft)
<br />North Pinery 010+93 5926.6 250 5928,6 658 5928,6 , 671 5928.6 1141 0.5 1347 N/A N/A NlA N/A NlA N/A N/A NlA 699 5928,6
<br /> 015+60 59325 250 5933,0 658 5933.1 671 5933,1 754 3,1 219 N/A N/A NlA N/A NlA NlA N/A N/A 699 5933.1
<br /> 019+04 5938;7 250 5939.0 658 5939.2 671 5939.2 697 2,1 313 N/A N/A NlA N/A NlA NlA N/A NlA 699' ,5939,3
<br /> 023+23 5946,8 221 5949,8 379 5950.2 382 5950.2 66 5.7 67 NlA NlA NlA NlA NlA N/A NIA N/A 388 5950.2
<br /> 025+56 5952.5 221 5954,7 I 390 5955,1 ' 393 5955,1 124 4,0 99 NIA NlA NlA NlA NlA NlA NlA NlA 401 5955,1
<br /> 026+98 5954.8 250 5957.5 625 5958.2 634 59582 46 7,3 87 NlA NlA NlA NlA N/A NlA NlA NlA 655 5958,3
<br /> 02!>> 70 5959,3 250 5963,1 660 5964.2 673 5964,2 89 4,2 162 NlA NlA N/A NlA NlA NlA NfA NlA 702 5964,3
<br /> 034+02 5968,2 250 5971.9 660 5972.9 673 5972.9 39 8,1 B3 NlA NlA N/A NlA N/A NlA N/A NlA 702 5973.0
<br /> 037+07 5973.8 250 5979.1 660 5981.2 673 5981.2 32 6,2 106 NlA NlA NlA NlA N/A NlA NlA NlA 702 5981,3
<br /> 039+36 5982.7 250 5985,5 660 5987.2 673 5987.3 19 10.2 66 N1A NlA NlA NlA N/A N1A N/A NlA 702 5987A
<br /> 041+'54 5988,3 240' 5992,5 620 5998.1 810 5999,1 517 0.4 1836 N/A NlA N/A NlA N/A NlA NlA NlA 1380 5999.7
<br /> 043+54 5993,8 240 5995,7 620 5998.0 810 5999,0 78 3.7 220 NlA NlA NlA NlA NlA NlA NlA NlA 1380 5999.5
<br /> 045+58 5995,9 240 5999,8 620 6000,8 810 6000,9 54 6,8 118 N/A NlA NlA N/A NlA N/A N/A N/A 1380 6002,1
<br /> 049+06 6002.4 240 6005,2 620 6007,4 810 6006,3 46 7,9 102 N/A N/A N/A N/A NlA N/A NlA N/A 1380 6009,3
<br /> 052+46 6011.9 240 6014.9 620 6016.5 810 6016,8 32 7,6 107 N/A N/A NlA N/A NlA N/A N/A N/A 1380 6018,2
<br /> 054+11 6014.5. 240 6017.6 620 6019,5 810 6020,2 23 10.~ 78 N/A N/A NlA N/A N/A NlA N/A N/A 1380 6021.7
<br /> 065+84 6016.1- 240 6020,6 620 6022,6 810 6023.4 45 4.4 185 NlA N/A NlA NlA N/A NlA N/A N/A 1380 6025.2
<br /> 056+97 6022,6 92 6023,6 224 6024.0 297 6024,3 59 5,1 59 NlA N/A NlA N/A NlA N/A N/A N/A 479 6026,0
<br /> 058+89 6026.1 92 6028.2 224 6029.3 297 6029,6 24 4,9 61 NlA N/A NlA N/A NlA N/A N/A N/A 479 6029,3
<br /> 059+84 . 6028,7 32 6030,2 44 6030,8 47 6031,4 14 2,3 21 NlA N/A N/A N/A N/A N1A N/A N/A 49 6033.0
<br /> 060+68 6033.4 32 6034,3 44 6034,5 47 6034.5 13 4,9 10 NlA N/A NlA N/A N/A N/A NlA N/A 49 6034,5
<br /> 061+61 6038,2 32 6039.7 44 6039,9 47 6039,9 14 3,8 12 NlA N/A N/A N/A N/A N/A N/A N/A 49 6039.9
<br /> 063+81 6041,6 180 6044,0 440 6044,9 559 6045.2 37 6.7 83 6045.2 37 24 13 6045.2 37 24 13 930 6046.0
<br /> 066+05 6047.7 180 6049,9 440 605M 560 6051,1 43 7,4 75 6051.1 43 26 17 6051.1 43 26 17 950 6052,0
<br /> 068+61 6053.4 180 6055,9 440 6056.8 560 6057,1 48 5,6 100 6057,3 26 13 13 6057.7 21 13 8 950 6057,8
<br /> 071+06 6063,2 180 6065.2 440 6066.7 560 6067.1 35 7.7 73 6067.0 16 10 6 6067,4 13 8 5 950 6068.3
<br /> 073+15 6070,1 180 6071.5 ,440 6072.2 560 6072.4 68 6,1 92 6072.9 35 9 26 6073,3 29 8 21 950 6073.1
<br /> 075+43 6076.9 180 6078.7 440 6079,5 560 6079,8 37 7,8 72 6080,0 24 11 13 6080,2 20 9 11 950 6080,8
<br /> On+16 6083.9 180 6085.5 440 6086.2 560 6086,4 64 6,4 87 6086.7 35 27 8 6087,1 27 20 7 950 6087,1
<br /> 079+83 6088.6 180 6090,4 440 6091.2 560 6091.5 40 SA 88 6091,9 26 9 17 6092.3 22 9 13 950 6092.2
<br /> 082+80 6095.6 120 6097.1 250 6097.5 320 6097.7 43 6,0 54 6098,0 23 11 12 6098,2 15 3 12 540 6098,3
<br /> 085+80 6099A 120 6102.2 250 6103,1 320 6103.3 58 5,0 64 6103.3 ' 58 13 45 6103.3 58 13 45 540 6103.8
<br /> 086+29 6113.6 120 6114.3 250 6114.6 320 6114.7 141 4,5 71 6114.7 141 54 87 6114.7 141 54 87 540 6115.0
<br /> 086+71 6106.4 120 6114.5 250 6114.9 320 6115.0 134 0.4 855 6115.0 134 57 77 6115.0 134 57 77 540 6115.4
<br /> 089+29 6110.0 120 6114.5 250 6114.9 320 6115.0 96 1,0 311 6115.0 96 63 33 6115.0 96 63 33 540 6115.4
<br /> 091+86 6119,8 120 6120.9 250 6121.4 320 6121.6 42 6,1 53 6121.8 23 14 9 6122.1 18 10 8 540 6122.2
<br />
<br />From the stream centerltne lookmg downstream.
<br />2awo=1.7 x Q100
<br />3 Detention pond embankment. Overtopping occurs at spillway.
<br />Note: Roadway not computed from Sta. 10+93 to 61+61 due to split flow conditions.
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />I
<br />
<br />Table V-1.xls
<br />
<br />WRC Engineering, Inc.
<br />
<br />V5
<br />
|