Using the pumps given in Table 13-1, design a screw pump system for the village of Fishkill using the following assumptions:
Interceptor sewer
Minimum sewage elevation = 112.60 m
Maximum sewage elevation = 112.80 m
Discharge elevation to stilling well = 116.40 m
Average flow at design life = 8,600 m3/d
Peaking factor for peak hour = 2.8
Ratio factor for minimum flow at beginning of design life = 0.49
Complete the design by providing the following: pump specifications (diameter, number of flights), number of pumps, and a sketch of the plan view with dimensions (assume the width of each pump equals the diameter of the screw plus 0.6 m).
Table 13-1
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