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This project aims to ensure reliable and affordable water distribution in Meithalun village. It involves designing a sustainable water network to meet current and future needs, addressing losses, and optimizing water supply. Data collection and analysis will inform the network design, considering population growth and consumption patterns. Various methodologies including site investigation and usage of data tools will be employed to achieve project objectives.
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Water network in Meithalun An – Najah National University Prepared by:-- -Khalid Nairat -Ghaith Daraghmeh -Mohammed Daraghmeh Supervisor:-- Dr. Amal Al Hudhud
To distribute enough quantity water with good quality for all houses in the study area. • Design the water network to satisfy the future population growth. • Determine the problems in the network such as losses and other problems. • To achieve the affordability of water in the house at any time. • Solve the high cost problem for using mobilizing tanks transfer Objective of the Project
To achieve the above objectives, the following tasks will be performed data collection, include. • Demand of each node. • Elevation of each node. • Length and Diameter of each pipe. • Pump and reservoirs Data Tasks of project Good management between them
Methodology Site Investigation Collecting Data Meithalun municipality Working with Data AutoCAD map Part Two Consumption
MeteorologicalStation • All data taken from Meithalun Meteorological Station
The population of the Meithalun village by the Central Statisticsin year 1997 and 2007 is estimated 5227, 6955 respectively. • First Step:-- • To calculate the growth rate through the equation:-- • Pf = 6955 • Pp = 5277 • r = will be calculated • n = 10 Populations
Second Step:-- • Through the use of the population in year 1997 and 2007, the growth rate of population is equal 2.8%; it’s used this growth rate to calculate the number of population in year 2011 through the year 2007. • Pf = will be calculated • Pp = 5277 • r = 2.8% • n = 4 • As a result, the population in year 2011 is equal 7767
Through the Meithalun municipality questionnaire was done in water consumption per person and average individuals in each house results as follows:-- • Daily consumption per capita is equal (90 litter) • Average number of person in each house is equal (7) Water Consumption in Meithalun village
verify the amount of consumption In order to verify the amount of consumption and the average number of person has been the work of a questionnaire to a random collection of houses for monthly consumption and the number of person in each house. • Daily consumption per capita is equal (89.87 litter). • Average number of person in each house is equal (6.64). • This includes the correct values, therefore, will be the adoption of the following results:-- • Daily consumption per capita is equal (90 litter) • Average number of person in each house is equal (7)
Analysis of Water Distribution Pipe Network • Three simple methods used to solve pipe network problems are the Hardy Cross method, the linear theory method, and the Newton Raphson method • The Hardy Cross method that involves a series of successive approximations and corrections to flows in individual pipes is the most popular procedure of analysis • Flow in a water pipe network, satisfies two basic principles • Flow Continuity Equation • Energy Equation
Gravity feed (use of the reservoir high in the source) Minimum pressure head as we have mentioned previously, according to the Palestinian Water Authority, the permitted range (20-100) meters and the Minimum and maximum velocity are ( 0.3 – 3 ) m/s According to a survey of consumption per capita and a provision for Meithalun municipality, the consumption is equal 90 litter. tion in year 2011 is (7767). The growth rate used for design is equal 2.8%. Design criteria
For analysis criteria, the maximum daily peak factor is equal (1.8), this value describes the rate of change of the daily consumption according to the specification Palestinian. The design period is 25 years.
Analysis in the Part Two Demand at each node Diameter of pipe Pressure head at each node Velocity in the pipe