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- 2078 Kartik · 6 marks
Full Saint-Venant explicit scheme numerical (50 m)
Short answer
Using Lax diffusive explicit scheme: y_i^{n+1}= (1.97+1.87)/2 - Δt/(2BΔx)(35-38)=1.9380 m. Discharge Q_i^{n+1} from average (35+38)/2=36.5, plus convective term 0.902, minus pressure term 26.78, plus gravity-friction 56.37, total 66.99 m³/s.
Using any explicit finite difference scheme for the full Saint-Venant equations, compute discharge and flow depth at grid for the following data. Rectangular channel width m, bed slope , Manning's , no lateral inflow, km and min. Discharge: m/s, m/s, m/s. Flow depth: m, m, m.
A simple explicit scheme is the Lax diffusive scheme: forward in time, central in space, with the old value at replaced by the average of its two neighbours. The equations for a rectangular channel are
Finite difference form (grid from ):
Data
m, , , m, s, so .
Step 1: Areas and friction slope
, , m.
Step 2: Flow depth
Step 3: Discharge
- Average term:
- Convective term: at is 12.437, at is 15.444; difference ; term
- Pressure term:
- Gravity and friction:
Answer: m and m/s.
Remark: the large jump in comes mainly from the gravity-friction term (): the given flow is far from uniform ( is less than half of ), and this imbalance is multiplied by a long time step. Also, s gives a Courant number , so the explicit scheme is outside its stability limit; a time step below about 216 s would be needed to continue the simulation. One step is computed here, as asked.
✓ Answer checked by Claude Opus 5.5 (high effort)
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