方法
選択した池形状と稼働池数から面積、表面負荷、滞留時間、越流負荷、任意の固形物負荷、および1池停止時を計算します。形状と基準はユーザー入力であり、沈降・除去性能や規制適合性は予測しません。
Basin plan area uses only the selected geometry: length × width, pi × diameter squared / 4, or the entered area.
Surface overflow rate = design flow / active plan area. Volume = active area × side-water depth; detention time = volume / design flow.
Weir loading = design flow / active weir length. One-unit-out calculations use N - 1 identical basins and their remaining weir length.
Solids loading = the entered plant solids mass flow / active plan area. The same plant solids mass flow is distributed across the remaining active area for the one-unit-out case.