Skip to main content

Flood hydrograph from 2-h UH, 5.2 cm rainfall

Short answer

Total rainfall 5.2 cm over 6 h with φ-index 0.2 cm/h yields net excess 4.0 cm, divided equally into three 2-h blocks of 1.333 cm. Superpose given 2-h UH ordinates with baseflow 15 m³/s; peak flood discharge 655.0 m³/s at 12 h.

Calculate the flood discharge from the outlet of the catchment if the total rainfall of 5.2 cm occurred at an interval of 6 hours using the following 2 UH. Assume base flow = 15 cumes and infiltration index of 0.2 cm/hr.

Time (hr)0246810121416182022
2hr-UH (cumes)03055901301701801106035200

Reading of the problem. A total rainfall of 5.2 cm falls in 6 hours. The UH is 2-h, so the storm is taken as three consecutive 2-h periods with equal rain.

Rainfall excess

  • Total loss = ϕt\phi t = 0.2 × 6 = 1.2 cm
  • Total excess = 5.2 − 1.2 = 4.0 cm
  • Per 2-h period: 4.0 / 3 = 1.333 cm (rain per period = 5.2/3 = 1.733 cm; loss per period = 0.4 cm)

Superposition

Q(t)=1.333 [U(t)+U(t−2)+U(t−4)]+15Q(t) = 1.333\,[U(t) + U(t-2) + U(t-4)] + 15
t (h)UH (m³/s)1.33333 cm × UH1.33333 cm × UH1.33333 cm × UHBaseQ (m³/s)
00.000.00.00.015.015.0
230.0040.00.00.015.055.0
455.0073.340.00.015.0128.3
690.00120.073.340.015.0248.3
8130.00173.3120.073.315.0381.7
10170.00226.7173.3120.015.0535.0
12180.00240.0226.7173.315.0655.0
14110.00146.7240.0226.715.0628.3
1660.0080.0146.7240.015.0481.7
1835.0046.780.0146.715.0288.3
2020.0026.746.780.015.0168.3
220.000.026.746.715.088.3
240.000.00.026.715.041.7
260.000.00.00.015.015.0

Answer: peak flood ≈ 655.0 m³/s at t = 12 h (the last column gives the flood hydrograph; it returns to the 15 m³/s base flow after t = 26 h).

✓ Answer checked by Claude Sonnet 5.5

All Engineering Hydrology chapter 5 questions →