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Duty and minor discharge, wheat 400 ha

Short answer

Effective rainfall = 0.5 × 2.75 = 1.375 cm, net kor depth = 10 – 1.375 = 8.625 cm. Duty at field head = 8.64×21/0.08625 ≈ 2104 ha/cumec. Q_field = 400/2104 = 0.1901 cumec. Adding 10% loss gives Q_head ≈ 0.211 cumec.

A minor commands 400 ha of irrigable area. It is proposed to consider wheat crop in the whole command area. The kor period for the wheat is considered 3 weeks. The kor depth has been assessed to be 10 cm. In this period 2.75 cm of rainfall is normally expected with such an intensity that 50% of this could be taken as superfluous (surface runoff). Considering 10% conveyance loss find out (a) duty of the canal water at the field head and (b) discharge of the minor at upstream head.

Given: area = 400 ha (all wheat), kor period B=3B = 3 weeks = 21 days, kor depth = 10 cm, rainfall = 2.75 cm of which 50% is surface runoff (not useful), conveyance loss = 10%.

Effective rainfall

Pe=0.5×2.75=1.375 cmP_e = 0.5\times 2.75 = 1.375\ \text{cm}

Net kor depth to be supplied by irrigation

Δ=10−1.375=8.625 cm=0.08625 m\Delta = 10 - 1.375 = 8.625\ \text{cm} = 0.08625\ \text{m}

(a) Duty at the field head

Dfield=8.64 BΔ=8.64×210.08625=2103.7 ha/cumecD_{field} = \frac{8.64\,B}{\Delta} = \frac{8.64\times 21}{0.08625} = 2103.7\ \text{ha/cumec}

(b) Discharge of the minor at the upstream head

Qfield=4002103.7=0.1901 cumecQ_{field} = \frac{400}{2103.7} = 0.1901\ \text{cumec}

Allowing 10% conveyance loss:

Qhead=0.19011−0.10=0.2113 cumec (211 l/s)Q_{head} = \frac{0.1901}{1-0.10} = 0.2113\ \text{cumec}\ (211\ \text{l/s})

(The duty at the head of the minor is Dfield×0.9=1893.3D_{field}\times0.9 = 1893.3 ha/cumec.)

Answer: (a) duty at field head ≈\approx 2104 ha/cumec; (b) discharge at the head of the minor ≈\approx 0.211 cumec.

✓ Answer checked by Claude Opus 5.5 (high effort)

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