Introduction
Al-Najah National UniversityEngineering CollegeCivil Engineering
DepartmentAnalysis Of Nazlat Issa village Water Distribution
Network& Design Wastewater Network And Treatment PlantPrepared
by: Mahmoud Abo- AlshwarebWaseem KhalfAyaa hisham
Obeeissupervisor:Abdel Fattah Hassan.PHDSpring, 2011
IntroductionWater is the main source that all aspects of life
depend on it. The Palestinian society is suffering from lake
available resources in addition the Israel politics in water
resource.
So our project stand up to study water distribution network of
Nazlet Issa , design wastewater collection and treatment plant.
Purpose of the projectIn this project:-Analysis of Nazlet-Issa
water network, and Redesigning of new water distribution system
Design a new wastewater collection system
Design wastewater treatment plant system.
backgroundThe water network in the village is not adequate
because the leakage is high.
The network needs improvements such as add new pipes to reach
the new building to adequate increasing of current population and
in future.
Theirs no waste water network in the village that causes
Pollution of the ground water& The rainfall causes damage to
roads.
Design wastewater treatment plant system for healthy village
Study areaNazlet-Issa Village.
Population (2010): 2450 capita.
Number of houses in 2010: 420 unit.
Total area of village is 4200 donums .
Roads Length is 9 km.
Population The value of growth rate we calculate by division the
village into three region.
To estimate the growth rate equal 1.9and using equation PF= Po
(1+i)n
Water distribution network description
Water distribution network description
Input data Pipes diameters in exist network are 2,3,4,6 inch.
Water consumption is 120 letter per capita per day .We use family
rate equal 6 person(Questionnaire)Design the network on future and
maximum, minimum hourly ,daily factor node ##housePopulation
2010demand(m3/h)Population
2040Demand(m3/h)26360.18640.3237420.21740.3743319813481.74Water
distribution network
Results Diameters are acceptable
Pressure head are acceptable ,range(16-60)m
Velocity in pipes are acceptable and the minimum velocity equal
zero because the daily demand few and this network are design more
than 2450 number of population, maximum velocity equal 0.42m/s in
future . Pressure zone from d plot program
P (m)X (m)Y (m)Recommendation The network good service for
people We advice do not use the water network for agriculture
beause it need high pressure that cause corrosion for
pipes.Wastewater collection description Nazlet Issa village has no
wastewater collection so, there is a need to design it.
Design Criteria:Age of the network 30 years.Waste water
production is 85%of water consumption(100 letter per capita per
day)The distance between manholes is 50 m.The velocity limits are
in the range of (0.6-3)m/s.Minimum pipe diameter 8 inch.
Result after we design the network by hand calculation we get
the following result:The pipes diameter used in the network 8,10
and 12 inch and the material of it is ( UPVC)..
2. The number of manholes used in network is 172, and the
material of it is concrete .Result con..Table of pipe
diametersLengthPipe diameter 49028 in (200 mm)244510in(250
mm)64712in(300 mm)Result con ..In the next two slides we show in
first the map of wastewater collection system and in the second a
profile take from section in the network
Conclusion and Recommendation In the design we depend on gravity
to transport the wastewater and we didn't need any pump .
In some pipes the velocity is small than 0.6 m/s because this
pipes is sub pipe and there is a little flow income to it.
We add 5% of the flow to cover the infiltration to the
network
After the completion of the design process we ensure the safety
of the design and see that the network meets the needs of citizens
during the design period.
Wastewater treatment plant description Design the wastewater
treatment plant for healthy village to allow human and industrial
effluents to be disposed of without danger to human health &to
the natural environment Design criteria of wastewater treatment
plant :15 years.Temperature range 16and 17 Co Waste water
production is 85%of water consumption(100 letter per capita per
day)BOD 50gramm per capita per day.
Figure(1) show the location of plant where pointed
Wastewater treatment plant description continuo Wastewater
Treatment its contain three main areas:Preliminary treatment
Physical process Remove/grind big things, grit Primary treatment
Physical process Remove non homogenizable solids and homogenize the
remainder Secondary treatment Biological process Removes BOD
Figure(2) show the typical process of waste water treatment
plant
ResultPreliminary treatment include:ScreenScreen
dimension:height equal 1m, the width equal.15 m, number of
opening,( n)equal 8
efficiency equal 53%
headloss of the rack equal .03m Figure (3&4)shown coarse
&fine screens
Figure(3)Figure(4)
Result Continuo.. 2- grid chamber :Dimensions :Width equal0.8m
Depth equal 1.2m&length equal1.7m
Each of the two chambers has a size of 0.8m*m1.2 m*1.7 m
the figure (5) shown grit removalResult Continuo.. Primary
Sedimentation(Circular basin design)Circular basin design
dimensions:the tank diameter(D) equal 3.5m,the tank side width
depth(SWD) equal 3.3m
weir length equal 2.6m,so choose two weirs on each side of the
perimeter of circular tank =1.3m,1.3m
Detention time(to) equal 2.3m
overflow rate(VO) equal3.4 m3/m2.d
figure(6) shown primary sedimentation tankResult Continuo..
Secondary treatment include two stage of Trickling filterfirst
-stage Trickling filterDimensions :Depth of the filter equal 3m,
Diameter of the filter equal9m
Choose area of the media(AS)equal 40m2/m3
Efficiency of the filter Temperature 16C equal 70%
Result Continuo.. second-stage Trickling filterDimensions :Depth
of the filter equal 2m, Diameter of the filter equal9m
Choose area of the media(AS)equal 40m2/m3
Efficiency of the filter Temperature 17C equal 55%
total Plant BOD Removal Efficiency at 17C equal 91%
figure(7) shown Trickling Filter fill with rock media
Discussion
After this effort of collecting data, design &analysis with
the design criteria for each unit of wastewater treatment plant
The quality of treated wastewater compared to Palestinian
standard is accepted .
so if we treat waste water in high efficiency and with
acceptable standards we can cover our future need from water.
Conclusions& Recommendations:
the Palestinian society is suffering from lake available
resources in addition the Israel politics in water resource .so we
have make use of treated waste water to cover our need.
This amount of treated wastewater can use for irrigation so
small farmers often prefer wastewater because its high nutrient
content reduces or even eliminates the need for expensive chemical
fertilizers.
The wastewater treatment plant has benefits in our life&
environment
Thank you for lessening