Remember: Use consistent units. [Acre is in British Gravitational System of Units and Hectare in International System (SI) You have been contracted by the property manager of a large development to calculatetheir 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----cubic meter per second.Table 1: Typical Runoff Coefficients (C) for various areasSingle family homes areasApartment Dwellings areasPlayground's areasConcrete Streets areasAsphalt Streets areasLight Industry areasSandy Soil lawns areasUnimproved areasTopic: Urban Runoff CalculationsCharacter of the surfaceSingle family homes areasApartment Dwellings areasPlayground's areasConcrete Streets areasAsphalt Streets areasSandy Soil lawns areas0.30.50.20.80.70.50.050.1Table 2: Acreage of Each Area10050510202Area (acres)

The given data is shown below: Intensity of rain=1.5 in/hour

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.

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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

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.

Question

Remember: Use consistent units. [Acre is in British Gravitational System of Units and Hectare in International System (SI)

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--
--cubic meter per second.
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
Topic: Urban Runoff Calculations
Character of the surface
Single family homes areas
Apartment Dwellings areas
Playground's areas
Concrete Streets areas
Asphalt Streets areas
Sandy Soil lawns areas
0.3
0.5
0.2
0.8
0.7
0.5
0.05
0.1
Table 2: Acreage of Each Area
100
50
5
10
20
2
Area (acres)

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