You have been contracted by the property manager of a large development to calculate their runoff to collect the water for reuse. The development happened in several phases, and they contacted you after the development finished. Table 1 is a table for runoff coefficients. The development received a storm with the intensity of 1.5 inches/hour of rain. The total runoff from the grounds is-- Table 1: Typical Runoff Coefficients (C) for various areas Single family homes areas Apartment Dwellings areas Playground's areas Concrete Streets areas Asphalt Streets areas Light Industry areas Sandy Soil lawns areas Unimproved areas Character of the surface Single family homes areas Apartment Dwellings areas Playground's areas Concrete Streets areas Asphalt Streets areas Sandy Soil lawns areas Table 2: Acreage of Each Area Area (acres) 100 50 0.3 0.5 0.2 0.8 0.7 0.5 0.05 0.1 10 20 2 --cubic meter per second.

Q: what about K ? how did you calculate 39 ? when I do my calculations I find 35

A: K - Rate of vertical curvature. The value of K is not a calculated one which varies depending on the…

Q: Area Calculation Given the following coordinate values, compute the area in square feet. N1 =…

A:

Q: Conver the ratio scale 1:2400 to an equivalence scale. O 1 inch = 20 feet O 1 inch = 2,400 feet 1…

A: Given data, RF of a scale = 1:2400 I.e 1 inch = 2400 inch

Q: Convert the measurement to the specified equivalent unit. Round to one decimal place, if necessary.…

A: Convert the measurement to the specified equivalent unit. Round to one decimal place, if necessary.…

Q: Report your answers to 2 decimal places in standard notation (no exponents) without units There are…

A:

Q: Convert the following measurement into the required units. 55,680 centimeters= _ meters

A: 55680 centimeters.

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.