An-Najah National University Civil Engineering Department Design Of Water Distribution Network
An-Najah National University Civil Engineering Department
description
Transcript of An-Najah National University Civil Engineering Department
An-Najah National University
Civil Engineering Department
Analysis of the Water Distribution Network of Balata refugee camp
Submitted by :
Maysa Ayoub
Supervisor: Dr. Mohammad Almasri
The importance of water distribution network
Water distribution network is necessary in order to facilitate the process of providing consumers with clean water and quantity that suit their needs and control the quality of this water because the presence of this network ensure unpolluted water and access to
consumers with best quality .
Purpose of project
The project aims to hydraulically analyze the water distribution network of Balata refugee camp .This is done by using EPANET software
Study area
Balata camp was established in the Northern part of the West Bank near Nablus with area of 252 km² and on elevation range(480-520m)has a
population of 15,247 inhabitants (2007)
Methodology
statistics information data collection:* water consumption, GIS layers.
*Data preparation using Excel . *Analyze the network under current
condition using EPANET. *Analyze the network under future
condition.
Preparing dataCalculation of per capita daily consumption
volume of consumption in (m³) for (2009) were taken from the Municipality for 85 house after that, we calculate the per capita daily consumption.
81 L/day capita =per capita daily consumption
Calculation of population in 2009
the population in 1997and 2007 is respectively 13187, 15247 using this formula
Pf = Pp * (1+i) ⁿthe growth rate equal 1.46% then we calculate
the population in 2009 and equals 17150
calculation of base demand
* from GIS program we find the area of the building in each loop
*find the density by divide the population on total area by multiply the density by the area of building in each loop we find the population in that loop then by multiply it by the consumption per capita we find the total demand at that loop
*Assume that every node of that loop take the same amount of Q then we divide Q on number of node
Existing networkGIS file from the Municipality, has several layers , Nablus Contour layer , Water main connection and building layer
Transferring the Map to EPANET
The Shp2epa program was used to transfer the map from the GIS to EPANET
Preparing the data required for analysisJunctions
1.base demand prepared previously 2. elevation from the GIS file we have the contour layer of the study area
pipesthe length of the pipe is found in the EPANET file when transferring it from
GIS. Diameters and roughness taken from GIS using the identify tool or the attribute table
Pumppump characteristic curve taken from the Municipalityflow =200 CMHHead=300 m
Network Analysis
The analysis done for two cases:Existing steady state .Future network analysis.
Existing steady stateThere is no negative pressure, the highest pressure was 252 m and the node near the pump was227 m , the lowest pressure was128 m
The relation between the pressure and the elevation is inverse proportion
the velocity results within the range (0.3-2) m/sec. There is some velocity above 2 m/sec and there are some velocity below 0.3 m/sec
Future network
In this case the future analysis for the existing network after 25 years from nowTo estimate the future water demand for each node , the existing water demand will be multiplied by a factor
Factor * =
The population after 25 years = 24640 According to WHO the future consumption per capita
(100-150 ) L/day per capita the roughness decrease assume becomes 110The factor =2.13
Recommendationssome pipes will be replaced by larger pipes
Pipe IDPrevious Diameter (mm)
Recommended diameter(mm)
211203254
262152203
As we see there are negative pressures in the future case, but we can solve this problem if we replace the existing pump by another pump with flow=450CMH and head =300m.