- 2077 Chaitra · 6 marks
Linear kinematic wave, 30 m channel
Short answer
From Manning with P≈B, representative Q=22 m³/s gives y=0.320 m, V=2.29 m/s, celerity c=3.82 m/s, C=1.91. Using linear kinematic wave four-point scheme: Q_{i+1}^{n+1}=20+(1-1.91)/(1+1.91)*(18-28)=23.13 m³/s.
For a 30 m wide and 0.015 bed slope rectangular channel the following flow rates are given: m/s, m/s and m/s. Taking Manning's , m and min, determine using the finite difference scheme for the linear kinematic wave model. Assume lateral inflow to be zero. Take wetted perimeter approximately equal to the width of the channel.
The linear kinematic wave equation is solved with the second-order four-point scheme using the three known values .
Step 1: Celerity (wide channel, )
Manning: (with , ). A representative discharge is taken as the mean of the three known values: m/s.
Step 2: Scheme
Step 3: Substitution
Answer: m/s. (Because the four-point scheme is still stable, as it is unconditionally stable; the value depends on the celerity assumed, here from the mean of the known flows.)
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Linear kinematic wave, 200 ft channel · Computational Techniques in Civil Engineering, chapter 5
- Non-linear kinematic wave discharge at 1 km · Computational Techniques in Civil Engineering, chapter 5
- Second-order scheme, linear kinematic wave · Computational Techniques in Civil Engineering, chapter 5
- Non-linear kinematic wave, trapezoidal river · Computational Techniques in Civil Engineering, chapter 5
- Second-order non-linear kinematic wave; FDM principle · Computational Techniques in Civil Engineering, chapter 5
- First-order implicit non-linear kinematic wave · Computational Techniques in Civil Engineering, chapter 5
- Economical rectangular condition and trapezoidal bed slope · Hydro Power, chapter 1
- Direct step, 16 m wide channel, 40 m³/s · Hydraulics, chapter 8
- GVF in 12 m wide channel, 2 steps · Hydraulics, chapter 8
- Bed slope for critical normal depth · Hydraulics, chapter 7
All Computational Techniques in Civil Engineering chapter 5 questions →