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- 2073 Magh · 6 marks
Full Saint-Venant explicit scheme numerical (10 m)
Short answer
Applying the Lax explicit scheme to Saint-Venant equations gives depth y=1.9875 m and discharge Q=−197.25 m³/s at (i,n+1). The negative Q arises from friction-gravity imbalance and a time step exceeding the Courant limit.
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 flow, 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 70.312, at is 84.211; difference ; term
- Pressure term:
- Gravity and friction:
Answer: m and m/s.
Remark: the huge change in (even to a negative value) comes from the friction term: is about 23 times , so the given flow is far from uniform, 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 158 s would be needed to continue the simulation. A negative discharge has no physical meaning here; it is simply the one-step result of the scheme for these data.
✓ Answer checked by Claude Opus 5.5 (high effort)
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