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Because the sludge drain is no longer a pipe but now a rectangular channel, this nominal diameter is then used to calculate the required cross-sectional area of the drain. Given the required area for uniform flow, and the depth of the drain, H.SedSludge which is set to be 5 cm, the width of the drain is calculated.
The head loss in the sludge drain is also determined using the HL.Manifold function, also found in the Fluids Functions program.
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