The rainfall figures for successive 30-minute intervals are 35, 40, 120, 85, 45, 45 and 30 mm/hr. If the index is 35 mm/hour, determine W-index.

Q: Find in cubic feet (cu ft) the total volume of this house.

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Q: Surface water Groundwater Hydrology Hydrological cycle

A: Surface water :-  surface water is the water present on the surface of earth. the water from the…

Q: Present a step by step annotated derivation of the advective velocity equation relating the standard…

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Q: Explain the concept of precipitation, and discuss its role in hydrological processes?

A: The term precipitation is the phenomenon of converting atmospheric water vapor into rain, snow,…

Q: How many tons of water is held by a (18 foot -11inch) inside diameter circular tank that is filled…

A: Given, Diameter of tank = 18 ft 11 in or 18.916 ft  Depth of water = 298 inch or 24.833 ft

Q: Describe the process by which a glacial lake is formed.

A: The water body which origins from the glaciers are called as glacial lake. Nowadays due to the…

Q: What is the rate of flow of water passing through a pipe with a diameter of 65mm and speed of…

A: The rate of flow of any water is calculated of the volume of water that flow to particular count of…

Q: water Resource Engineering what are practical

A: The applications of water resource engineering include:

Q: boater considers dropping the motor Into the water to create waves , describe the resulting of the…

A: The phenomenon of motion is when an object changes its position over time. Displacement, distance,…

Q: Explain Simple gas-driven water sampler.

A: The water samples are taken by enormous methods. One of the method to collect water sample is…

Q: Can you answer please? Do you answer fast please? Please

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Q: could you explain in detail how you made the direct runoff hydrograph how the table was made

A: Given:1 hr unit hydrographRainfall excess in 1st hour = 1 inchRainfall excess in 2nd hour = 2…

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.