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Question

By depth-area-duration analysis, the maximum average depth of rainfall over a $10^3\text{ km}^2$ catchment due to a 6-hour storm is $80\text{ mm}$. For the same storm, the maximum average depth of rainfall for a $10^4\text{ km}^2$ catchment, in mm, is

The correct answer is
lesser than $80$

Depth-Area Rainfall Analysis

Depth-Area-Duration (DAD) analysis examines how rainfall amounts relate to the size of the area and the duration of a storm.

A fundamental concept in DAD analysis is that for a constant storm duration, the maximum average rainfall depth typically decreases as the catchment area grows larger. Intense rainfall is often localized, so averaging over a wider area results in a lower average depth.

Problem Details

  • Storm Duration: 6 hours
  • Catchment Area 1 ($A_1$): $10^3\text{ km}^2$
  • Maximum Average Depth for $A_1$ ($D_1$): $80\text{ mm}$
  • Catchment Area 2 ($A_2$): $10^4\text{ km}^2$
  • Maximum Average Depth for $A_2$ ($D_2$): Unknown

Analysis

The question asks for the maximum average rainfall depth ($D_2$) over a larger area ($A_2 = 10^4\text{ km}^2$) compared to a smaller area ($A_1 = 10^3\text{ km}^2$) during the same 6-hour storm.

Based on the DAD principle, since $A_2 > A_1$, the average rainfall depth $D_2$ must be less than $D_1$.

Thus, $D_2 < 80\text{ mm}$.

The maximum average depth of rainfall for the $10^4\text{ km}^2$ catchment is lesser than $80\text{ mm}$.

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Important Questions from Precipitation Analysis

  1. In a basin, rainfall is recorded by five automatic weather stations A, B, C, D and E with respective average annual rainfall of 1020, 810, 675, 940 and 780 mm. In a particular year, the station A was non-operational and the remaining stations B, C, D and E recorded annual rainfall of 890, 725, 980 and 850 mm, respectively. The estimated rainfall at the station A in that particular year in mm is
  2. A soil conservation structure has an expected life of 10 years and is designed for a flood magnitude of return period 50 years. The risk of this hydrologic design in percentage (rounded off to two decimal places) is ____________.

  3. A catchment has eight raingauge stations. In a year, the annual rainfall recorded by the gauges (in cm) are 93.8, 106.5, 170.6, 138.7, 87.8, 156.2, 180.9 and 110.3. For a 10% error in the estimation of the mean rainfall, the optimum number of stations in the catchment is
  4. The normal annual rainfall for 5 rain guage stations A, B, C, D and E in a watershed were 112.7, 120.4, 118.3, 125.2 and 110.6 cm, respectively. In a particular year, the rain gauge installed at station C failed to record rainfall. In the same year the rain gauges at stations A, B, D and E recorded annual rainfall of 114.9, 118.3, 122.6 and 114.5 cm, respectively. The estimated rainfall at station C in that particular year in cm was __________
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