Solved Problems

Example

Problem: A rectangular channel 3 m wide carries water at a depth of 1.5 m. The channel slope is 0.001 and the lining is finished concrete (n=0.015n=0.015). Calculate the discharge.

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Example

Problem: Design the most efficient trapezoidal channel to carry 20 m3^3/s on a slope of 0.0005 with n=0.020n=0.020. Find the bottom width and depth.

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Example

Problem 3: Most Efficient Trapezoidal Section Design the most efficient trapezoidal channel section to carry 10 m3/s10 \text{ m}^3\text{/s} of water. The channel is excavated in earth (n=0.025n = 0.025) and laid on a slope of 0.0010.001. Find the bottom width (bb) and depth (yy).

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Example

Problem 4: Critical Depth in a Rectangular Channel A rectangular channel 4 m4 \text{ m} wide carries a discharge of 12 m3/s12 \text{ m}^3\text{/s}. Find the critical depth, critical velocity, and minimum specific energy.

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Case Study 1: Flood Control Channels in Urban Areas

Context: Urbanization increases runoff, necessitating engineered channels to prevent flooding.
Application: Natural meandering streams in cities are often replaced by straight, concrete-lined channels (e.g., the Los Angeles River). Concrete has a much lower Manning's nn roughness coefficient than natural earth, allowing the channel to transport water much faster for the same cross-section and slope. While highly efficient hydraulically, this subcritical-to-supercritical acceleration increases the risk of severe erosion downstream if the energy is not dissipated properly.

Case Study 2: Design of Culverts under Highways

Context: Culverts must safely pass stream flows under roads without causing backwater flooding.
Application: A culvert is an open channel that can sometimes flow full as a pipe. Engineers design culverts primarily for inlet control (where capacity is limited by the entrance geometry) or outlet control (limited by barrel friction and tailwater). Determining whether the flow inside the culvert will be subcritical or supercritical is vital. If supercritical, a hydraulic jump might form inside or just downstream of the culvert, requiring energy dissipators like a stilling basin to protect the roadway embankment from scour.