Design of minimum water-loss canal sections;Calcul de sections de canal minimisant la perte d'eau

Journal of Hydraulic Research

Volumn 40, Issue 2, 2002, Pages 215-220

  Swamee, Prabhata K ^a   Mishra, Govinda C ^b   Chahar, Bhagu R ^c  

^a INDIAN INSTITUTE OF TECHNOLOGY ROORKEE   (India)

^b NATIONAL INSTITUTE OF HYDROLOGY   (India)

^c JAI NARAIN VYAS UNIVERSITY   (India)

Author keywords

Canal design; Canals; Evaporation loss; Hydraulic structures; Optimal sections; Seepage loss; Uniform flow

Indexed keywords

CANALS; EVAPORATION; SEEPAGE; WATER;

CUMBERSOME TRIAL;

HYDRAULICS;

CANAL; CHANNEL; DESIGN; EVAPORATION; GEOMETRY; HYDRAULIC STRUCTURE; SEEPAGE;

CANAL; CHANNEL MORPHOLOGY; DESIGN; EVAPORATION; HYDRAULIC STRUCTURE; SEEPAGE;

EID: 0036428589     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221680209499864     Document Type: Article

References (16)

1. Discussion on 'Flow velocities in pipelines,' by Richard R. Pomeroy
2. Evaporation from flowing channels
3. Evaporation from lake Biwa
4. Domain variations in channel seepage flow
5. Reduction of seepage losses from irrigation canals as a result of clogging
6. Normal depth equations for irrigation canals
7. Optimal irrigation canal sections
8. Design of minimum seepage loss canal sections
9. Water losses from irrigation canals
10. Analysis of equations for free water evaporation estimates