Flow Characteristics of a Porous Pipe Irrigation Lateral

Porous pipe is useful for both surface and subsurface microirrigation systems. However very little information is available about its discharge uniformity and operating characteristics. This paper presents work done at CPM on the hydraulics of porous pipe to determine such performance criteria as t...

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Main Authors: Mohd Soom, Mohd Amin, Lim, C. W., Zakaria, Abdul Aziz
Format: Article
Language:English
English
Published: Universiti Putra Malaysia Press 1998
Online Access:http://psasir.upm.edu.my/id/eprint/3419/
http://psasir.upm.edu.my/id/eprint/3419/1/Flow_Characteristics_of_a_Porous_Pipe_Irrigation_Lateral.pdf
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author Mohd Soom, Mohd Amin
Lim, C. W.
Zakaria, Abdul Aziz
author_facet Mohd Soom, Mohd Amin
Lim, C. W.
Zakaria, Abdul Aziz
author_sort Mohd Soom, Mohd Amin
building UPM Institutional Repository
collection Online Access
description Porous pipe is useful for both surface and subsurface microirrigation systems. However very little information is available about its discharge uniformity and operating characteristics. This paper presents work done at CPM on the hydraulics of porous pipe to determine such performance criteria as the pressure-discharge relationship and friction head loss. Several lengths of imported porous pipe were subjected to various upstream pressure inputs La determine the average discharge along the lateral and the associated pressure losses. The flow in the emitter lateral was found to be highly sensitive to pressure with discharge exponent ranging from 1.07 to 1.67. Graphs were developed to facilitate design of porous pipe laterals for "arious applications.
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spelling upm-34192013-05-27T07:08:22Z http://psasir.upm.edu.my/id/eprint/3419/ Flow Characteristics of a Porous Pipe Irrigation Lateral Mohd Soom, Mohd Amin Lim, C. W. Zakaria, Abdul Aziz Porous pipe is useful for both surface and subsurface microirrigation systems. However very little information is available about its discharge uniformity and operating characteristics. This paper presents work done at CPM on the hydraulics of porous pipe to determine such performance criteria as the pressure-discharge relationship and friction head loss. Several lengths of imported porous pipe were subjected to various upstream pressure inputs La determine the average discharge along the lateral and the associated pressure losses. The flow in the emitter lateral was found to be highly sensitive to pressure with discharge exponent ranging from 1.07 to 1.67. Graphs were developed to facilitate design of porous pipe laterals for "arious applications. Universiti Putra Malaysia Press 1998 Article PeerReviewed application/pdf en http://psasir.upm.edu.my/id/eprint/3419/1/Flow_Characteristics_of_a_Porous_Pipe_Irrigation_Lateral.pdf Mohd Soom, Mohd Amin and Lim, C. W. and Zakaria, Abdul Aziz (1998) Flow Characteristics of a Porous Pipe Irrigation Lateral. Pertanika Journal of Science & Technology, 6 (1). pp. 37-46. ISSN 0128-7680 English
spellingShingle Mohd Soom, Mohd Amin
Lim, C. W.
Zakaria, Abdul Aziz
Flow Characteristics of a Porous Pipe Irrigation Lateral
title Flow Characteristics of a Porous Pipe Irrigation Lateral
title_full Flow Characteristics of a Porous Pipe Irrigation Lateral
title_fullStr Flow Characteristics of a Porous Pipe Irrigation Lateral
title_full_unstemmed Flow Characteristics of a Porous Pipe Irrigation Lateral
title_short Flow Characteristics of a Porous Pipe Irrigation Lateral
title_sort flow characteristics of a porous pipe irrigation lateral
url http://psasir.upm.edu.my/id/eprint/3419/
http://psasir.upm.edu.my/id/eprint/3419/1/Flow_Characteristics_of_a_Porous_Pipe_Irrigation_Lateral.pdf