Hydrology and Floodplain Analysis 5th Edition by Bedient et. al. Chapter 1 Problem 8


Problem:

In a given month, a watershed with an area of 1500 m2 received 100 cm of precipitation. During the same month, the loss due to evaporation was 15 cm. Ignore losses due to transpiration and infiltration due to ground water. What would be the average rate of flow measured in a gage at the outlet of the watershed in m3/day?


Solution:

We are given the following values:

\begin{align*}
\text{Area}, \ A & =1050 \ \text{acres} \\
\text{Precipitation}, \ P & = 100 \ \text{cm} \\
\text{Evaporation}, E & = 15 \ \text{cm}
\end{align*}

In this case, the inflow is Precipitation,P\text{Precipitation}, P. Our formula now becomes

\sum \text{Inflow}- \sum \text{Outflow}=\ \Delta S
\\
P-E=O

Therefore, the outflow is

\begin{align*}
O & = 100 \ \text{cm} - 15\ \text{cm} \\
O & = 85 \ \text{cm}
\end{align*}

Since this is measured in 1 month, the outflow is measured as

O = 85\ \text{cm} / \text{month}

Now, convert to m and multiply the area of the watershed

\begin{align*}
O & = \left( 85\ \frac{\text{cm}}{\text{month}} \times \frac{1\ \text{month}}{30\ \text{days}} \times \frac{1\ \text{m}}{100\ \text{cm}} \right) \left( 1500\ \text{m}^2\right) \\
O & = 42.5 \ \text{m}^3/\text{day}
\end{align*}

Therefore, the average rate of flow measured in the gage at the outlet is \boxed{42.5\ \text{m}^3/\text{day}}.


Hydrology and Floodplain Analysis 5th Edition by Bedient et. al. Chapter 1 Problems

Problem 1Problem 2Problem 3Problem 4Problem 5
Problem 6Problem 7Problem 8Problem 9Problem 10
Problem 11Problem 12Problem 13Problem 14Problem 15
Problem 16Problem 17Problem 18Problem 19Problem 20
Problem 21Problem 22Problem 23Problem 24Problem 25
Problem 26Problem 27Problem 28Problem 29Problem 30
Hydrology and Floodplain Analysis Solution Manual

Hydrology and Floodplain Analysis 5th Edition by Bedient, Huber and Vieux

Chapter 1: Hydrologic Principles

Chapter 2: Hydrologic Analysis

Chapter 3: Frequency Analysis

Chapter 4: Flood Routing

Chapter 5: Hydrologic Simulation Models

Chapter 6: Urban Hydrology

Chapter 7: Floodplain Hydraulics

Chapter 8: Ground Water Hydrology

Chapter 9: Design Applications in Hydrology

Chapter 10: GIS Applications in Hydrology

Chapter 11: Radar Rainfall Applications in Hydrology

Chapter 12: Severe Storm Impacts and Flood Management

Chapter 9: Design Applications in Hydrology

Chapter 10: GIS Applications in Hydrology

Chapter 11: Radar Rainfall Applications in Hydrology

Chapter 12: Severe Storm Impacts and Flood Management

Chapter 13: Case Studies in Hydrologic Engineering: Water Resource Project