1. Using the data given, estimate precipitation depth that has fallen on the entire watershed. Polygon Thiessen area (cm2) Station Precipitation (mm) A 20 112.25 В 13 53.5 C 18.3 120.0 12.5 62.5 10 119.0 F 5.8 144.0 6.7 72.0 14.8 130.0 13.9 62.5 J 11 85.0 K 5.5 110.0 3.7 40.0

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A: Given:- The diameter of the circle is 100 km Five rain gage stations are distributed over the…

Q: 7. A drainage has an area of 600 km?, isohyets drawn for a given storm gave the following data:…

A:

Q: 20) Four hydrological monitoring stations are of similar conditions registered the data she the…

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Q: Consider the watershed below, with 8 precipitation stations (A-H) and corresponding Thiesson…

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Q: Table 1. Rank 1 2 3 4 5 6 7 Date 1960 1986 1951 1974 1979 1944 1952 Discharge 8,198 7,589 7,507…

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Q: What is the negative deviation value in this diagram 600 550- *Observed inflow adjusted for…

A: Given data- Mass-inflow variation with year is given in the form graph as shown-

Q: 9.3 cm 172 164 10.5 cm 42 12.8 cm 156 10.9 cm 14.2 cm 124 Basin boundary D150 12.2 cm 36 116 14.0 cm…

A: Thiessen polygon method is a common method of weighing the rain gauge observation according to the…

Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.