35 m3 of water was pumped into a farm distribution system. 12 m3 of water is delivered to a turn out (at head ditch) which is 3 km from the well. The delivery of 10 m3/s to a 35 ha farm is continued for 3.5 hours. The farm was irrigated by furrow irrigation system; the tail water is 0.27 m3/s. Soil probing after irrigation indicates that 30 cm of water has been stored in the root zone. A Uniformity Check is taken by probing many stations down the furrow. The depths of penetration (cm) recorded were: 6.9, 6.3, 6.4, 6.7, 6.8, 6.0, 6.4, 6.0, 5.8, 5.7, 5.5, 4.5, 5.0 Determine 1- Conveyance Efficiency 2- Application Efficiency 3- Uniformity Coefficient efficiency 4- Operational efficiency 5-allover efficiency

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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35 m3 of water was pumped into a farm distribution system. 12 m3 of water is
delivered to a turn out (at head ditch) which is 3 km from the well. The delivery of 10 m3/s to
a 35 ha farm is continued for 3.5 hours. The farm was irrigated by furrow irrigation system;
the tail water is 0.27 m3/s. Soil probing after irrigation indicates that 30 cm of water has been
stored in the root zone. A Uniformity Check is taken by probing many stations down the
furrow. The depths of penetration (cm) recorded were:
6.9, 6.3, 6.4, 6.7, 6.8, 6.0, 6.4, 6.0, 5.8, 5.7, 5.5, 4.5, 5.0
Determine
1- Conveyance Efficiency
2- Application Efficiency
3- Uniformity Coefficient efficiency
4- Operational efficiency
5-allover efficiency
Transcribed Image Text:35 m3 of water was pumped into a farm distribution system. 12 m3 of water is delivered to a turn out (at head ditch) which is 3 km from the well. The delivery of 10 m3/s to a 35 ha farm is continued for 3.5 hours. The farm was irrigated by furrow irrigation system; the tail water is 0.27 m3/s. Soil probing after irrigation indicates that 30 cm of water has been stored in the root zone. A Uniformity Check is taken by probing many stations down the furrow. The depths of penetration (cm) recorded were: 6.9, 6.3, 6.4, 6.7, 6.8, 6.0, 6.4, 6.0, 5.8, 5.7, 5.5, 4.5, 5.0 Determine 1- Conveyance Efficiency 2- Application Efficiency 3- Uniformity Coefficient efficiency 4- Operational efficiency 5-allover efficiency
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