- 2075 Bhadra · 6 marks
Saint-Venant velocity and depth at (i, j+1)
Short answer
Using the Lax diffusive explicit scheme (average neighbours, central differences in space), flow depth is y=1.9952 m and velocity V=21.50 m/s.
A finite difference grid of points constructed to solve for the unsteady flow problems in a wide rectangular channel is shown in the figure below. Using an appropriate finite difference scheme for the two governing equations of fluid flow (continuity and momentum), compute the velocity and flow depth at grid point for the following given data. Velocity: m/s, m/s, m/s. Flow depth: m, m, m (units printed as m/sec). Bed slope , Manning's , m, minutes, no lateral inflow.
[Figure: grid with points , , at time level (spacing ) and the point at time level (spacing )]
For a wide rectangular channel the two governing equations in terms of velocity and depth are
Scheme (explicit, Lax diffusive form)
The old value at is replaced by the average of its neighbours, and central differences are used in space:
Data
s, m, so . , .
Step 1: Friction slope at
Step 2: Depth
Step 3: Velocity
- Average:
- Convective:
- Pressure:
- Gravity and friction:
Answer: m and m/s.
Remark: the very large velocity arises because the gravity term () is far from balanced by friction and the pressure gradient for these data, and s exceeds the Courant limit s. The values are the one-step result of the scheme; a real simulation would use a smaller .
✓ Answer checked by Claude Opus 5.5 (high effort)
Related questions
- Full Saint-Venant explicit scheme numerical (50 m) · Computational Techniques in Civil Engineering, chapter 5 · asked 2×
- Full Saint-Venant explicit scheme numerical (10 m) · Computational Techniques in Civil Engineering, chapter 5 · asked 2×
- Saint-Venant, second-order explicit scheme · Computational Techniques in Civil Engineering, chapter 5 · asked 2×
- Algorithm for unsteady pipe flow FD equations · Computational Techniques in Civil Engineering, chapter 6
- Complete governing equations of fluid movement · Computational Techniques in Civil Engineering, chapter 5
- Governing equations; forward, backward, central differencing · Computational Techniques in Civil Engineering, chapter 5
- Uniform flow in rectangular channel (Chezy) · Hydro Power, chapter 1
- Stress concentration and Saint-Venant's principle · Strength of Materials, chapter 3
- Torsion of non-circular bars by Saint-Venant · Mechanics of Solids, chapter 9
- Efficient rectangular section and triangular channel depth · Hydro Power, chapter 1 · asked 2×
All Computational Techniques in Civil Engineering chapter 5 questions →