Settling Pond

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Sedimentation PondPENYALIRAN TAMBANG111

Prosedur Rancangan Sedimentation PondHitung Surface Runoff Volume Hitung peak inflow dischargeHitung storage volumeRetention BasinDepth of storageProsedur Rancangan Sedimentation PondHitung Surface Run off Volume:

V = C x CH x ADengan:V = volumeC = runoff coefficientCH= curah hujan untuk design storm duration tertentuA = luas catchment.Prosedur Rancangan Sedimentation PondProsedur Rancangan Sedimentation PondHitung storage volume :

S= max. storage volume in the reservior (m3)

Prosedur Rancangan Sedimentation PondRetention Basin(Mengenal hukum Stokes dahulu)Stokes Law

www.swac.umn.eduStokes Law

WDrag/Frictional Force = FdBuoyancy Force = UGravity Force = W

Fd +U = WFd = W UFd = FgU11Prosedur Rancangan Sedimentation PondProsedur Rancangan Sedimentation Pond

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