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1 WATER PUMPING SYSTEM DESIGN REPORT. 2 TABLE OF CONTENTS 1.0MARKET DEMAND (Identification of human need) Water requirements for students and staff at.

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Presentation on theme: "1 WATER PUMPING SYSTEM DESIGN REPORT. 2 TABLE OF CONTENTS 1.0MARKET DEMAND (Identification of human need) Water requirements for students and staff at."— Presentation transcript:

1 1 WATER PUMPING SYSTEM DESIGN REPORT

2 2 TABLE OF CONTENTS 1.0MARKET DEMAND (Identification of human need) Water requirements for students and staff at Main Campus of University of Nairobi 2.0DEFINITION OF PROBLEM (Specification of requirements to be met by the design) Quantity of water required, determined from population and per capita consumption Pressure (total or dynamic) head to be overcome by pumping system. This is determined from (1) total static head (elevation of suction point relative to delivery point), and (2) friction head loss (pressure loss due to fluid friction in pipeline). The first element of pressure depends on site conditions as in terms of location of water source and desired delivery point. The second element of pressure depends on the pipe size and material selected. Only static head need be determined at this stage. 3.0POSSIBLE SOLUTION (Concepts to be considered) –An existing municipal supply –A new borehole supply to replace existing supply 4.0PRELIMINARY SELECTION OF PIPE SIZE TO MEET DEMAND 5.0AVAILABLE PIPE MATERIALS AND STANDARDS 6.0PIPELINE CHARACTERISTIC CURVE (Review of theory)) 7.0CHARACTERISTIC CURVE FOR THE SELECTED PIPELINE (Actual) 8.0SELECTION OF PUMP TYPE 9.0SELECTION OF PUMP 10.0SUCTION ARRANGEMENTS AND DESIGN 11.0SURGE PRESSURE AND SURGE CONTROL

3 3 CONCEPT 1 SPRING SOURCE

4 4 CONCEPT 2 BOREHOLE SOURCE Concept 2

5 5 CONCEPT 3 LAKE/RIVER SOURCE Concept 3

6 6 WATER SUPPLY SERVICES FOR BUILDING-PIPEWORK SPECIFICATIONS GENERAL SPECIFICATIONS PIPEWORK SPECIFICATIONS LOCATION OF PIPEWORK

7 7 STEEL (GI) STANDARDS KENYA STANDARD KS 06 259: 1981Specification for steel pipes for water and gas suitable for screwing

8 8 UPVC PIPE STANDARD KENYA STANDARD KS 149: PART 2: 2000Specification for unplasticised polyvinyl chloride (UPVC) for cold water services

9 9 MOODY DIAGRAM Generates Characteristic data of pipeline

10 10 KS 06 149-UPVC (10 MM-PN 16) CHARACTERISTIC DATA: for pipe size, material, pressure capacity, and length

11 11 KS 06 149-UPVC (75 MM-PN 16) CHARACTERISTIC DATA: for pipe size, material, pressure capacity, and length

12 12 KS 06 149-UPVC (125 MM-PN 16) CHARACTERISTIC DATA: for pipe size, material, pressure capacity, and length

13 13 KS 06 149-UPVC (250 MM-PN 16) CHARACTERISTIC DATA: for pipe size, material, pressure capacity, and length

14 14 KS 06 149-UPVC (280 MM-PN 16) CHARACTERISTIC DATA: for pipe size, material, pressure capacity, and length

15 15 KS 06 149-UPVC (630 MM-PN 16) CHARACTERISTIC DATA: for pipe size, material, pressure capacity, and length

16 16 CHARACTERISTIC CURVE OF PIPELINE

17 17 OPERATING SPEED-1450 RPM PUMP TYPE SELECTION GUIDE

18 18 OPERATING SPEED-2900 RPM PUMP TYPE SELECTION GUIDE

19 19

20 20 ELECTRICAL DISTRIBUTION BOARD

21 21 END WATER PUMPING SYSTEM DESIGN REPORT


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