For design purposes, the normal rate of infiltration of ground water into the sewer, is« Back to Previous Page
A. 500 litres/km/cm
B. 1000 litres/km/cm
C. 1500 litres/km/cm
D. 2000 litres/km/cm
E. 2500 litres/km/cm.
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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D. 2000 litres/km/cm |
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