Laserfiche WebLink
SEDCAD 4 for Windows <br />'o A t <br />Structure Detail: <br />Struct re #1 Pond. <br />Simulates 600 gpm inflow <br />Pond Inputs: <br />Initial Po Elev: 0.10 <br />Initial Pool: 0.02 ac -ft <br />"Sediment Storage: D ac-ft <br />Dead Space: 20.00% <br />*No sediment capacity defined <br />Straight Pips <br />Barrel Barrel Entrance Taihvater <br />Barrel Spillway � Loss Depth <br />Diameter Length Slope ,, %) n Elev I <br />(in) (ft) Coefficient (k) <br />I <br />soon 10.00 2.00. D. 0.10 0.7 O.no <br />Pond Results: <br />Elevation - Capacity- Discharge Table <br />Area <br />Capacity <br />Discharge <br />Peak Elevation: <br />1.34 <br />_.. ........... <br />................. ...... �._ . _ _. <br />H'graph Detention Time: <br />0.46 hrs <br />............ ........... <br />(ac) <br />.. _ <br />Pond Model: <br />CSTRS <br />.... ._. ........ <br />(hrs) <br />0.00 <br />.... ........ . . ._ <br />Dter Time: <br />ewa <br />0.61 days <br />_ ........... ......... <br />0.000 <br />— ............... <br />Top or Sed. Storage <br />_ .. ................. __ .......... .......... .............. <br />_ . ...... ... . __. ._ <br />. <br />'Trap Efficiency: <br />09.72% <br />0.002 <br />Elevation - Capacity- Discharge Table <br />Dewatenng time is calculated from peak stage to lowest spillway <br />Filename 011 POND 25YR AS BUILT 29NOVO7.sc4 <br />6 <br />Printed 12-03 -2007 <br />X: \Western Fuels Nucla\Permit Revision 2009\Adequacy Response #1\Final FileAATTACHMENT 2.05.3(3) -14 POND 011 <br />AS -BUILT 28JAN10 DRAFT.wpd Attachment 2.05.3(3) -14 -30 <br />Area <br />Capacity <br />Discharge <br />D Tim er <br />Time <br />Elevation <br />(ac) <br />(ac -;t) <br />(CfS) <br />(hrs) <br />0.00 <br />0.200 <br />O.00D <br />0.000 <br />— ............... <br />Top or Sed. Storage <br />_ .. ................. __ .......... .......... .............. <br />............ .. <br />0.01 <br />__ ..... <br />0.200 <br />0.002 <br />0.000 <br />0.10 <br />0.200 <br />0.020 <br />0.000 <br />Spillway #1 <br />0.25 <br />0.200 <br />0.050 <br />0.524 <br />............._ _._.. <br />11.15 ............. <br />0.50 <br />0.200 <br />........ <br />0.100 <br />2.210 <br />........... ..__....__ <br />2.70 _ <br />......_._ <br />0.75 <br />....... ......_. <br />0.200 <br />_ <br />0.1 <br />4 .572 <br />0. <br />1.00 <br />0.200 <br />0.200 <br />7.4 <br />0.20 <br />1.25 <br />0.201 <br />0.250 <br />10.761 <br />................. <br />0.05 <br />__ ........... _ ..... ......_... <br />......... _ <br />1.34 <br />......... _. <br />.. <br />_ 0.201 <br />.. <br />0.269 _ <br />........... <br />12.127 <br />._.._.....14.453 <br />0.05 Peak Stage <br />___..__.._.....1.50...._._. <br />..0.201 <br />0.301 <br />Dewatenng time is calculated from peak stage to lowest spillway <br />Filename 011 POND 25YR AS BUILT 29NOVO7.sc4 <br />6 <br />Printed 12-03 -2007 <br />X: \Western Fuels Nucla\Permit Revision 2009\Adequacy Response #1\Final FileAATTACHMENT 2.05.3(3) -14 POND 011 <br />AS -BUILT 28JAN10 DRAFT.wpd Attachment 2.05.3(3) -14 -30 <br />