Laserfiche WebLink
5. � DISTRIBUTION MEDIA: REGIS EATMEPlT PRODUCTS: CHAMBERS AND QFLOW <br /> A. Enter Dispersal Media: <br /> B. Enter the Com�nent Length: ' ��ft Enter the Component Width: ��ft <br /> C. Number of Components per Ro1w=Bed Length divided by Component Length (Round up) <br /> �� ft = ft= ��components/row <br /> D. Actual Bed Length =Number o Components/row X Component Length: <br /> ��component} X �ft = �ft <br /> E. Number of Rows=Bed Width divided by Component Width (Round up) <br /> � ft= �� ft= � rows Adjust width so this is on who(e number. <br /> F. Totat Number of Components=�Number of Components per Row X Number of Rows <br /> �� X � _ �components <br /> 6. MOUND SIZING ' <br /> A. Calculate Minimum Clean Sand�.ift: 3 feet minus Depth to Limiting Condition =Clean Sand Lift <br /> 3.0 ft - 1.7 ft = 1.3 ft Design Sand Lift(optional): �ft <br /> B. Calculate Upslope Height: Clean Sand Lift +media depth+cover(1 ft.)=Upslope Height <br /> 1.3 ft + 1.0 ft + 1.0 ft= 3.3 ft <br /> C. Select Upslope Berm Multiplier('pased on land slope): 3.45 <br /> Land Siope% 0 1 '2 3 4 5 6 7 8 9 10 il 12 <br /> Upslope Berm 3:1 3.00 2.91 .83 2.75 2.68 2.61 2.54 2.48 2.42 2.36 2.31 2.26 2.21 <br /> Ratio 4:1 4.00 3.85 .70 3.57 3.45 3.33 3.23 3.12 3.03 2.94 2.86 2.78 2.70 <br /> D. Calculate Upslope Berm Width:Muttiplier X Upslope Mound Height =Upslope Berm Width <br /> 3.45 ft X 3.3 ft = 11.0 ft <br /> E. Calculate Drop in Elevation Und�r Bed: Bed Width X Land Slope= 100=Drop(ft) <br /> 10.0 ft X 8.0 % : 100= 0.80 ft <br /> F. Calculate Downslope Mound Hei t: Upslope Height+Drop in Elevation =Downslope Height <br /> 3.3 ft + 0.80 ft = 4.1 ft <br /> G. Select Downslope Berm Multiplie�(based on land slope): 5.88 <br /> Land Slope�0 0 1 3 4 5 6 7 8 9 10 11 12 <br /> Downsiope 3:1 3.00 3.09 3.,19 3.30 3.41 3.53 3.66 3.80 3.95 4.11 4.29 4.48 4.69 <br /> Berm Ratio 4:1 4.00 4.17 4. 5 4.54 4.76 5.00 5.26 5.56 5.88 6.25 6.67 7.�4 7.69 <br /> H. Calculate Downslope Berm Widthy Multiplier X Downslope Height =Downslope Berm Width <br /> ' S.88 x 4.1 ft = 24.0 ft <br /> 1. Calculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width+4 feet <br /> ! 10.0 ft +�ft = 14.0 ft <br /> J. Design Downslope Berm=greater bf 4H and 41: 24.0 ft <br /> K. Select Endslope Berm Multiptier: I 3.00 (usually 3.0 or 4.0) <br /> L. Calculate Endstope Berm X Dowrrnlope Mound Height =Endslope Berm Width <br /> 3.00 ft X 4.1 ft = 13.0 ft <br /> M. Calcutate Mound Width: Upslope Blerm Width +Bed Width+ Downstope Berm Width <br /> 11.0, ft + 10.0 ft + 24.0 ft = 45.0 ft <br /> N. Catculate Mound Len�th: Endslope�6erm Width + Bed Length +Endslope Berm Width <br /> 13.0, ft + 63.0 ft + 13.0 ft = 89.0 ft <br />