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 . 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

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
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