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Problem 2. Suppose the sewers shown in Figure 4.10 have B0 and A and Qc are unknowns. By sampling the flow at the first manho
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Answer #1

The above problem is solved in Litre/minute.

06 0a NOu Cg 200,000 mg IL CA- 50« BY USIN FoRMULA, 1000 mg PUT THE VALUES IN fORMULA, we b1ET10001 = &A 50 + 100 X 200, 000 ウ 0 100 1000 &A + 109,000 = SoGa + 200 000 00 LEFT SiIDE 10004-50 200 x105-1x105 ヲ. NOW &c 드 2

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