- 2075 Asoj · 6 marks
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) | 0 | 50 | 100 | 150 | 200 |
|---|---|---|---|---|---|
| RL of Ground (m) | 100.00 | 101.00 | 101.00 | 99.00 | 100.00 |
| RL of Formation (m) | 99.50 | 99.00 | 89.50 | 89.00 | 88.50 |
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 m; side slope ; the canal is in cutting at every station. Depth = 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
| Distance (m) | GL (m) | Formation RL (m) | Depth (m) | Area (m²) |
|---|---|---|---|---|
| 0 | 100.00 | 99.50 | 0.50 | 3.250 |
| 50 | 101.00 | 99.00 | 2.00 | 16.000 |
| 100 | 101.00 | 98.50 | 2.50 | 21.250 |
| 150 | 99.00 | 98.00 | 1.00 | 7.000 |
| 200 | 100.00 | 97.50 | 2.50 | 21.250 |
Volume by the prismoidal rule
There are 5 sections (4 equal intervals of m, an even number), so Simpson's rule applies:
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)
Related questions
- Road earthwork, formation level at 150 m · Estimating and Costing, chapter 6 · asked 2×
- Irrigation canal earthwork, 0-600 m · Estimating and Costing, chapter 6
- Irrigation canal earthwork with vertical drop · Estimating and Costing, chapter 6
- Hill road earthwork, km 8.50 to km 9.00 · Estimating and Costing, chapter 6
- Road earthwork, rising 1 in 200, falling 1 in 120 · Estimating and Costing, chapter 6
- Hill road earthwork, chainage 0-150 (50 m) · Estimating and Costing, chapter 6
- Cutting volume, 60 m, GL 1181.50, formation 1179.00 · Surveying I, chapter 9 · asked 8×
- Cutting volume, 60 m, formation level 279.00 · Surveying I, chapter 9 · asked 7×
- Cutting volume, 60 m, formation level 278.00 · Surveying I, chapter 9 · asked 7×
- Earthwork volume, formation 1201.85, 1.65 m depth · Surveying I, chapter 9