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MOC numerical, characteristics not on diagonal (25 cm)

Short answer

Since aΔt < Δx, characteristics intersect the t₁ line between grid points. With θ = cΔt/Δx = 0.85, linear interpolation gives for C⁺: Q_R = Q_C − θ(Q_C−Q_A) = 0.606 m³/s, H_R = 20.06 m; for C⁻: Q_S = Q_C − θ(Q_C−Q_B) = 0.6485 m³/s, H_S = 20.57 m. These replace A and B in the characteristic equations.

If the MOC is applied for t1=1t_1 = 1 s and t2=2t_2 = 2 s, time levels for a pipe with diameter 25 cm carrying water. If QA=0.6Q_A = 0.6 m3^3/s, QB=0.65Q_B = 0.65 m3^3/s, QC=0.64Q_C = 0.64 m3^3/s, HA=20H_A = 20 m, HB=20.6H_B = 20.6 m, and HC=20.4H_C = 20.4 m are the values at grid points. Find the values of QQ and HH at t1=1t_1 = 1 s that will be required for finding QQ and HH at P when characteristics do not lie on diagonal. Here, Δx=1000\Delta x = 1000 m, Δt=1\Delta t = 1 s, f=0.02f = 0.02 and c=850c = 850 m/s.

Idea

When the characteristics do not lie on the diagonal of the grid, aΔt<Δxa\Delta t<\Delta x: the C+C^+ and C−C^- lines through P (at t2t_2) meet the line t1t_1 at points R and S that lie between the grid points, not at A and B. QQ and HH at R and S are found by linear interpolation along the time line t1t_1.

 t2 :                P
                    /|\
               C+  / | \   C-
                  /  |  \
 t1 :   A--R---------C---------S--B
           |<-a dt ->|<-a dt ->|
        |<--- dx --->|<--- dx --->|

Here R lies on the C+C^+ line between A and C, and S on the C−C^- line between C and B, each at a distance aΔta\Delta t from C.

Interpolation factor

θ=a ΔtΔx=850×11000=0.85\theta=\frac{a\,\Delta t}{\Delta x}=\frac{850\times1}{1000}=0.85

Point R (between A and C, C+C^+ foot):

QR=QC−θ (QC−QA),HR=HC−θ (HC−HA)Q_R=Q_C-\theta\,(Q_C-Q_A),\qquad H_R=H_C-\theta\,(H_C-H_A) QR=0.64−0.85(0.64−0.6)=0.606 m3/s,HR=20.4−0.85(20.4−20)=20.06 mQ_R=0.64-0.85(0.64-0.6)=0.606\ \text{m}^3/\text{s},\qquad H_R=20.4-0.85(20.4-20)=20.06\ \text{m}

Point S (between C and B, C−C^- foot):

QS=QC−θ (QC−QB),HS=HC−θ (HC−HB)Q_S=Q_C-\theta\,(Q_C-Q_B),\qquad H_S=H_C-\theta\,(H_C-H_B) QS=0.64−0.85(0.64−0.65)=0.6485 m3/s,HS=20.4−0.85(20.4−20.6)=20.57 mQ_S=0.64-0.85(0.64-0.65)=0.6485\ \text{m}^3/\text{s},\qquad H_S=20.4-0.85(20.4-20.6)=20.57\ \text{m}

Answer: at t1=1t_1=1 s, QR=0.606Q_R=0.606 m3^3/s, HR=20.06H_R=20.06 m on the C+C^+ line, and QS=0.6485Q_S=0.6485 m3^3/s, HS=20.57H_S=20.57 m on the C−C^- line. These replace QA,HAQ_A,H_A and QB,HBQ_B,H_B in the C+C^+ and C−C^- equations

HP=HR−Bp(QP−QR)−RpQR∣QR∣,HP=HS+Bp(QP−QS)+RpQS∣QS∣H_P=H_R-B_p(Q_P-Q_R)-R_pQ_R|Q_R|,\qquad H_P=H_S+B_p(Q_P-Q_S)+R_pQ_S|Q_S|

with Bp=a/(gAp)B_p=a/(gA_p) and Rp=f aΔt/(2gDAp2)R_p=f\,a\Delta t/(2gDA_p^2) (the friction length is aΔt=850a\Delta t=850 m).

✓ Answer checked by Claude Opus 5.5 (high effort)

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