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North Eagleview Regional Drainage Lhannel <br />Rnnl Dolan - Madifv Emleview Pond sailhrw flume over #3 Diich. Becfs. 100 yr storm XP-SWAUA RUN gev3-100 xn <br />Table E20 - Junction Flooding and Volume Listing <br />~ '~ I The maximum volume is the total volume I <br /> I in the no tle including the volume in the I <br />I~, I flooded storage area. This i s the max I <br /> I volume at any time. The volume in the I <br />I I flooded storage area is the total volume) <br /> I above the ground elevation, where the I <br /> I flooded pond storage area st arts. I <br />I I The fourth column is instantaneous, the fifth is the) <br /> 1 sum of the floo dad volume over the entit e simulation) <br />~~`I I Units are either ft^3 or m"3 depending On the units.) <br />~ ~ Out of <br /> <br />~ System Storetl in System <br />~ Junction Su mho rgetl Flooded Flooded Maximum POntl ing Allowed <br /> Name Time (min) Time (min) <br />____ _ <br />_ _____ Volume -- <br />_________ Volume Flootl <br />______ Pond Volume <br />___________ <br />I ______ <br />_ <br />Pit 0+31 0.0000 0.0000 0.0000 3436526 .4 i7 0.0000 <br /> RR bridge 0.0000 0.0000 0.0000 19. 6964 0.0000 <br /> $317 Epple 0.0000 0.0000 0.0000 57. 6211 0.0000 <br />I H/CBC up 0.0000 0.0000 0.0000 61. 5237 0.0000 <br /> efCec do 11.2222 0.0000 0.0000 75. 9418 0.0000 <br /> Pond 321 0.0000 0.0000 0.0000 1409383 .296 0.0000 <br /> Weir 0.0000 0.0000 0.0000 52. 0001 0.0000 <br />„ Pond Fill 0.0000 0.0000 0.0000 51. 6291 0.0000 <br />I <br />,. ') A3-177 0.0000 0.0000 0.0000 52. 8759 0.0000 <br />"~ Bn 21426 28.1389 0.0000 0.0000 54. 7766 0.0000 <br /> F CBC 1+81 0.0000 0.0000 0.0000 56. 9777 0.0000 <br /> 221 Drop 0.0000 0.0000 0.0000 50. 1918 0.0000 <br />I ~ CBC Dropl 16.9722 0.0000 0.0000 87. 7208 0.0000 <br />) CBC Drop2 73.1250 0.0000 0.0000 88. 2062 0.0000 <br /> outlet aox 0.0000 0.0000 0.0000 0. 0000 o.oooD <br />~ ~ $3FCS Up 0.0000 0.0000 0.0000 52. 0963 0.0000 <br /> $3 FCB Dn 0.0000 0.0000 0.0000 3B'. 5493 0.0000 <br />I ] F CBC 0+91 0.0000 0.0000 0.0000 39. 5133 0.0000 <br /> $3-176 0.0000 0.0000 0.0000 42. 9541 0.0000 <br />1 Bn17+50 0.0000 0.0000 0.0000 53. 7316 0.0000 <br /> Bn19+00 0.0000 0.0000 0.0000 96. 9711 0.0000 <br />I Bn7+50 0.0000 0.0000 0.0000 49. 6906 0.0000 <br />~ Bn23+23 0.0000 0.0000 0.0000 33. 6555 0.0000 <br /> Spi1123+91 0.0000 0.0000 0.0000 9. 3127 0.0000 <br />' ~ Bn29+03 0.0000 0.0000 0.0000 75. 1629 0.0000 <br /> Bn23+50 0.0000 0.0000 0.0000 35. 4755 0.0000 <br /> Bn23+75 0.0000 0.0000 0.0000 31. 5173 0.0000 <br /> $3-175 0.0000 0.0000 0.0000 91. 0075 0.0000 <br />I'~ $3-170 0.0000 0.0000 0.0000 40. 9977 0.0000 <br /> <br /> I Simulation Specific Information I <br /> i <br />-* <br />I' ~ Number of <br />Input Conduits. ..... . <br />26 Number of Simula ted Conduits. ..... 30 <br />'~ Number Of Natural Channels........ 6 Number of Jun cti ons ... ....... ..... 29 <br />~. i) Number of Storage Junctions....... 2 Number of Wei rs . ...... ....... ..... 2 <br />" Number of Orifices ................ 0 Number of Pum ps. ...... ....... ..... 0 <br />.) Number of Free Outfalls........... 2 Numb ei of Tide G ate Ou tfalls. ..... 0 <br /> <br /> I Average S Change in Junction or Conduit is defined as: I <br />' I Contlu it & Change =_> 100.0 ( 0(n+1) - 0(n ) ) / Qfull I <br /> I Junction 8 Change =_> 100.0 ( Yln+1) -Yin ) 7 1 Yfull I <br /> <br />I ~ The Contlu it with the la rgest average change was..CBC Rock w ith 1.702 percent <br /> The.JUnction with the largest average change wa s.CHC Dropl w ith O.p84 percent <br />~,'~ The Con tluit with the largest sinuosity was.. . .... t3-2 w ith 3.751 <br />Model'gev3-IOO.xp" page 37 of 38 <br />