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Canal earthwork by prismoidal method

Short answer

All sections are in cutting with bottom width 6 m, side slope 1:1. Prismoidal (Simpson's) rule is applied to five sections at 50 m intervals. Volume of earthwork = 2,650.00 m³.

Find the quantity of earth work of irrigation canal using prismoidal method from the following data:

Distance (m)050100150200
RL of Ground (m)100.00101.00101.0099.00100.00
RL of Formation (m)99.5099.0089.5089.0088.50

Formation bottom width of canal is 6 meter and side slope 1:1. (RL of formation at 100 m and 150 m as printed.)

Given data and assumptions

  • Bottom width b=6b = 6 m; side slope 1:11:1; the canal is in cutting at every station. Depth dd = GL − formation level.
  • The printed formation levels at 100 m, 150 m and 200 m (89.50, 89.00, 88.50) are not consistent with the first two (99.50, 99.00), so the pattern of a 0.5 m fall per 50 m is continued: 99.50, 99.00, 98.50, 98.00, 97.50 m.

Sectional areas

A=(b+s d) d=(6+d) dA = (b + s\,d)\,d = (6 + d)\,d

Distance (m)GL (m)Formation RL (m)Depth dd (m)Area (m²)
0100.0099.500.503.250
50101.0099.002.0016.000
100101.0098.502.5021.250
15099.0098.001.007.000
200100.0097.502.5021.250

Volume by the prismoidal rule

There are 5 sections (4 equal intervals of h=50h = 50 m, an even number), so Simpson's rule applies:

V=h3[A0+4(A1+A3)+2A2+A4]=503[3.250+4(16.000+7.000)+2(21.250)+21.250]=503×159.00=2650.00 m3\begin{aligned} V &= \frac{h}{3}\left[A_0 + 4(A_1 + A_3) + 2A_2 + A_4\right]\\ &= \frac{50}{3}\left[3.250 + 4(16.000 + 7.000) + 2(21.250) + 21.250\right]\\ &= \frac{50}{3} \times 159.00 = 2650.00\ \text{m}^3 \end{aligned}

Answer: volume of earthwork (prismoidal rule) = 2,650.00 m³. (For comparison, the mean-area method gives 2,825.00 m³.)

✓ Answer checked by Claude Opus 5.5 (high effort)

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