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2. Average 3. C= 120 sure 4. Length of main line 100m 5. Number of sprinklers, N=18. 6. Discharge of one sprinkler, q=0.4 Lps 7. Pump efficiency=60%. 8. The two laterals transferred twice daily 9. II=5 days Find: 1. Diameter of lateral. 2. Diameter of main pipe if the allowable head loss=1m. 3. Pump horse power. 4. Area of the field in dounum. Lateral pipes Main pipe 2 m P 3.5m

2. Average 3. C= 120 sure 4. Length of main line 100m 5. Number of sprinklers, N=18. 6. Discharge of one sprinkler, q=0.4 Lps 7. Pump efficiency=60%. 8. The two laterals transferred twice daily 9. II=5 days Find: 1. Diameter of lateral. 2. Diameter of main pipe if the allowable head loss=1m. 3. Pump horse power. 4. Area of the field in dounum. Lateral pipes Main pipe 2 m P 3.5m

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Q1: For two lateral pipes of sprinkler irrigation shown in the figure: 1. SI * Sm = 12 * 15 m 2. Average pressure of lateral 300 kPa. 3. C= 120 4. Length of main line 100m 5. Number of sprinklers, N=18. 6. Discharge of one sprinkler, q=0.4 Lps 7. Pump efficiency=60%. 8. The two laterals transferred twice daily 9. II=5 days Find: 1. Diameter of lateral. 2. Diameter of main pipe if the allowable head loss=1 m. 3. Pump horse power. 4. Area of the field in dounum. Lateral pipes Main pipe 2 m 3.5m
Transcribed Image Text:Q1: For two lateral pipes of sprinkler irrigation shown in the figure: 1. SI * Sm = 12 * 15 m 2. Average pressure of lateral 300 kPa. 3. C= 120 4. Length of main line 100m 5. Number of sprinklers, N=18. 6. Discharge of one sprinkler, q=0.4 Lps 7. Pump efficiency=60%. 8. The two laterals transferred twice daily 9. II=5 days Find: 1. Diameter of lateral. 2. Diameter of main pipe if the allowable head loss=1 m. 3. Pump horse power. 4. Area of the field in dounum. Lateral pipes Main pipe 2 m 3.5m
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