water distribution network of anabta
DESCRIPTION
Water Distribution Network of Anabta . Outline. Introduction Objective Study area Analysis Design criteria and assumptions Design Conclusion and recommendations Halt and difficulties . - PowerPoint PPT PresentationTRANSCRIPT
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Water Distribution Network of Anabta
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Outline
i. Introductionii. Objectiveiii. Study areaiv. Analysisv. Design criteria and assumptions vi. Designvii. Conclusion and recommendationsviii. Halt and difficulties
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Introduction
Water has always been an essential part in life. And it is our job as civil engineers to make it available easily . This is why network distribution is very important every where.
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1.To analyze the existing network .
2. To redesign the network to meet people needs in present
and future for 30 years.
3. To reduce cost and effort
Objective
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Study Area
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Study Area
Anbta’s location.
Area equals 19471 donoms.
Population is 8300 inhabitant.
Climate: Temp. approx. 27 humidity (40 - 70 )summer. (70 – 85) winter.
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Existing Network of Anabta
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Analysis Sample Calculation
Area covered by node 5 = ( 1/9 A10 + 1/5 A11 + 1/10 A14) = 13276.97 m2Number of people = ( 1/9 A10 x 5.07 )+ (1/5 A11 x 5.07) + (1/10 A14 x 6.73)/1000 =73 ca.Demand of node 5 = 73 x (100 L /C.day) = .101 L/sec
Demand for 1 node:
Node ID Elevation Demand (L/sec)
5 160 .101
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Analysis Results :Pressure in nodes
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Velocity in pipes
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Design Criteria
1) Velocity (0.6 – 3 ) m3/s
2) Pressure ( 20 – 80 ) m.H20
Assumptions 1) Growth rate = 1.9 %2) Future demand = 120 L/c.d3) Density is not constant 4) Demand pattern
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Unit price
Unit price component40 / $m 2” ductile iron pipe
45 $/m 3” ductile iron pipe58/ $m 4” ductile iron pipe
75$/m 6” ductile iron pipe95 $/m 8” ductile iron pipe200 $ 4” PRV300 $ 6” PRV
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Network design :
Model 1•Looped system•Nodes 191•Pipes 243•Cost = 1,415,289$.
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Model 2•Looped system with constructing new reservoir•Nodes 193•pipes 246•Cost =1 ,660,931 $
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Pressure zones
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Model 3•branched system with constructing new reservoir•Nodes 193•pipes 200•Cost = 1,501,102 $
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Network Design Disadvantages Advantages Designed model
Values of pressure don’t meet design criteria
Most economic Model 1
Not economic Meets the criteria
Model 2
Branched ! Meets the criteria
Model 3
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Conclusion and Recommendations :
1) Model 2 is not the most economic but the best
2) All the designed models are gravity systems
3) losses are reduced
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Halts and Difficulties
1) Inability to simulate reality conditions
2) Lack of cooperation by the consultant to provide us the prices
3) Scarcity of information
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