PEAK flood by rational FORMULA is given by \({Q_P} = \frac{1}{{36}}K{P_c}A\)Where, K = Co-efficient of run off; PC = INTENSITY (cm/hr); A = area in hectare\({Q_p} = \frac{1}{{36}} \times 0.5 \times 80 \times 3.6 = 4.00\frac{{{m^3}}}{{sec}}\) "> PEAK flood by rational FORMULA is given by \({Q_P} = \frac{1}{{36}}K{P_c}A\)Where, K = Co-efficient of run off; PC = INTENSITY (cm/hr); A = area in hectare\({Q_p} = \frac{1}{{36}} \times 0.5 \times 80 \times 3.6 = 4.00\frac{{{m^3}}}{{sec}}\) ">
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A catchment area of 80 hectares has a run-off coefficient of 0.5. A storm of duration larger than the time of concentration of the catchment and of intensity 3.6 cm/hr creates peak discharge of

Energy Engineering Hydrograph in Energy Engineering . 8 months ago

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PEAK flood by rational FORMULA is given by \({Q_P} = \frac{1}{{36}}K{P_c}A\)Where, K = Co-efficient of run off; PC = INTENSITY (cm/hr); A = area in hectare\({Q_p} = \frac{1}{{36}} \times 0.5 \times 80 \times 3.6 = 4.00\frac{{{m^3}}}{{sec}}\)
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Posted on 05 Nov 2024, this text provides information on Energy Engineering related to Hydrograph in Energy Engineering. Please note that while accuracy is prioritized, the data presented might not be entirely correct or up-to-date. This information is offered for general knowledge and informational purposes only, and should not be considered as a substitute for professional advice.

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