A channel is used to carry storm water into the ocean (Fig. 1). The channel is made of cement with neat surfaces, and its bed drops 1 ft per 1 000 ft. 1. Given the water depth h is 2 ft at the deepest portion of the channel. Calculate its flow rate using the Chézy equation and Manning's formula. 2. Suppose that the flow rate in the channel is doubled due to a recent storm, is the channel deep enough such that the water does not spill ove

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A channel is used to carry storm water into the ocean (Fig. 1). The channel is made of cement with neat surfaces, and its bed drops 1 ft per 1 000 ft.

1. Given the water depth h is 2 ft at the deepest portion of the channel. Calculate its flow rate using the Chézy equation and Manning's formula.

2. Suppose that the flow rate in the channel is doubled due to a recent storm, is the channel deep enough such that the water does not spill over?

Problem 1. A channel is used to carry storm water into the ocean (Fig. 1). The channel
is made of cement with neat surfaces, and its bed drops 1 ft per 1000 ft.
1. Given the water depth h is 2 ft at the deepest portion of the channel. Calculate its
flow rate using the Chézy equation and Manning's formula.
2. Suppose that the flow rate in the channel is doubled due to a recent storm, is the
channel deep enough such that the water does not spill over?
4 ft
45°
2 ft
1 ft
4 ft
Figure 1: Cross-section of a cement-lined channel that carries storm water into the ocean.
Transcribed Image Text:Problem 1. A channel is used to carry storm water into the ocean (Fig. 1). The channel is made of cement with neat surfaces, and its bed drops 1 ft per 1000 ft. 1. Given the water depth h is 2 ft at the deepest portion of the channel. Calculate its flow rate using the Chézy equation and Manning's formula. 2. Suppose that the flow rate in the channel is doubled due to a recent storm, is the channel deep enough such that the water does not spill over? 4 ft 45° 2 ft 1 ft 4 ft Figure 1: Cross-section of a cement-lined channel that carries storm water into the ocean.
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