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MOC numerical, characteristics not on diagonal (30 cm)

Short answer

theta=a dt/dx=0.8. Interpolate R between A and C: Q_R=0.708 m^3/s, H_R=20.08 m; S between C and B: Q_S=0.756 m^3/s, H_S=20.56 m. Use these in the C+ and C- equations with friction length a dt=800 m.

If the MOC is applied for t1=1t_1 = 1 sec and t2=2t_2 = 2 sec, time levels for a pipe with diameter 30 cm carrying water. If QA=0.7Q_A = 0.7 m3^3/s, QB=0.76Q_B = 0.76 m3^3/s and QC=0.74Q_C = 0.74 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 sec 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 sec, f=0.02f = 0.02 and c=800c = 800 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
        (x-dx)         (x+dx)
        |<-a dt->|   |<-a dt->|

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=800×11000=0.80\theta=\frac{a\,\Delta t}{\Delta x}=\frac{800\times1}{1000}=0.80

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=0.74−0.80(0.74−0.7)=0.708 m3/s,HR=20.4−0.80(20.4−20)=20.08 mQ_R=0.74-0.80(0.74-0.7)=0.708\ \text{m}^3/\text{s},\qquad H_R=20.4-0.80(20.4-20)=20.08\ \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=0.74−0.80(0.74−0.76)=0.756 m3/s,HS=20.4−0.80(20.4−20.6)=20.56 mQ_S=0.74-0.80(0.74-0.76)=0.756\ \text{m}^3/\text{s},\qquad H_S=20.4-0.80(20.4-20.6)=20.56\ \text{m}

Answer: at t1=1t_1=1 s, QR=0.708Q_R=0.708 m3^3/s, HR=20.08H_R=20.08 m on the C+C^+ line, and QS=0.756Q_S=0.756 m3^3/s, HS=20.56H_S=20.56 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=800a\Delta t=800 m).

✓ Answer checked by Claude Opus 5.5 (high effort)

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