Irrigation management / Water allocation / Canals / Water distribution / Water supply / Performance evaluation / Irrigated farming / Irrigation systems / Pakistan / Chishtian Sub-Division / Fordwah Distributary

Nafees, H. M.

Sarwar, S.

Shafique, M. S.

English

Research Papers in Economics

11 Distributary Qh vs Qo Equality of design Provision for losses in at head & outlet design (YEWNO)

Apr May Jun Jul Aug Sep Oct Nov Dec Months Figure 3.4. Temporal coefficient of variation at Fordwah Distributary head,

DESIGN GCA CCA Q acre acre 14320R 46725R 62085R 130100R APM : adjustable proportional module

Figure 4.4(b) Discharge at Outlet 46-RIFordwah and farm gates,

Figure 4.4(c) Discharge at Outlet 62-RIFordwah and farm gates,

Figure 4.4(d) Discharge at Outlet 130-R/Fordwah and farm gates,

Normalised discharges of Shahar Farid Distributary and outlets.

Originally designed to operate under free flow conditions, only the weir, at RD 15 is working in this condition and the other two at

Ouflels from Fend lo Tail Figure 2.12. Normalised discharges of Fordwah 5-L Distributary and outlets.

Pug Sep Oci Nov Dec Months Figure 3.1. Temporal coefficient of variation at Fordwah Distributary head,

Temporal coefficient of variation at Fordwah Distributary head,

Temporal coefficient of variation at sample outlet heads,

Temporal coefficient of variation at sample outlet heads, 23 23 1992-1995. 24 Figure 4.l(a) Discharge of Fordwah Distributary and sample outlets,

tud Dirchorge 01 DpJributory Head/lD00 acre Offtakes from Head to Tail Figure 2.9. Norrnalised discharges of Shahar Farid Distributary and outlets. 8 __ ikchorge

Fluctuations in canal water supplies: a case study

http://publications.iwmi.org/pdf/H_9211i.pdf

Fluctuations in canal water supplies: a case study

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