W ATER Q UALITY OF W ADI A L -Z EIMAR U NDER THE D IRECTION OF D R. A BD A LFATTAH M ALLAH P REPARED...
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Transcript of W ATER Q UALITY OF W ADI A L -Z EIMAR U NDER THE D IRECTION OF D R. A BD A LFATTAH M ALLAH P REPARED...
WATER QUALITY OF WADI AL-ZEIMAR
UNDER THE DIRECTION OF
DR. ABD ALFATTAH MALLAH
PREPARED BY:
NASSER ABDULLAH ABU MOHSEN
JAREH HASAN
YASMEEN ISLEEM
Introduction
Water quality is a term used to describe the physical, chemical, and biological characteristics of water, usually in respect to its suitability for a particular purpose.
Many Palestinian city and villages are surrounding this wadi and discharge their wastewater into it. Main cities and villages are Nablus city, Zawata, Beit Eiba, Qusin, Deir Sharaf, Anabta, Nour Shams camp and Tulkarm city.
Objective This project aims to Make preliminary study of the current situation in
Wadi Al-Zeimar To study the pollution in the Wadi. To assess the self remediation capacity of the
Wadi based on one parameter; dissolved oxygen. To introduce possible wastewater treatment
solutions for reuse.
Outputs of this research are expected to:
Improve the water management of Wadi Al-Zeimar
area.
Improve the environmental and health conditions in
Wadi Al-Zeimar area and surrounding communities.
Increase the agricultural activities by utilizing the
treated wastewater for irrigation.
Build the awareness of farmers to how to utilize
treated wastewater to irrigate their trees and to
avoid using the untreated wastewater.
Literature Review
Sources of Pollution1- point sources :Point sources are defined as localized discharges of contaminants .
2-nonpoint sources: Nonpoint sources of pollution include contaminant sources that are distributed over large areas or a composite of many point sources.
Effect on people and the biodiversity
1-Increase deterioration of public health and the increased spread of
disease.
2-Pollution of natural resources of water, air and soil.
3-No influence of ground water and wells near Wadi Al- Zeimar. According
report from Palestinian water authority.
Data CollectionDate are collected about the study area of Wadi Al-Zeimar from
Palestinian Bureau of Statistics and data are collected about population and water consumption from municipality of Nablus, Tulkarm and Anabta .
Sampling and Field Measurements
Testing Points Locations
Name of sample Test point
S1 Beit iba
S2 Deir sharaf at WWP
S3 Anbta at omar al-khateb mosque
S4 middle Anbta
S5 before nour shams camp
S6 Nour shams
S7 after Tulkarem
Stabilization Ponds
Waste water stabilization pond technology is one of the most important natural methods for wastewater treatment.
The rate of treatment in WSP is slower than in conventional wastewater treatment, and so hydraulic retention times are longer and measured in days rather than in hours.
Anaerobic Pond
They are 2–5 m deep and receive such a high organic loading (usually >100 g BOD/m3 day, equivalent to >3000 kg/ha day for a depth of 3 m) that they contain no dissolved oxygen and no algae
The following design criteria should yield a BOD5 removal of 50% or better (WHO, 1987)
Facultative Ponds
FP are of two types: - primary facultative ponds which receive raw
wastewater (after preliminary treatment)- secondary facultative ponds which receive
settled wastewater (usually the effluent from anaerobic ponds).
- The maturation ponds depth 1-1.8 m , usually 1.5 m
Maturation Ponds The main function of maturation ponds is to
reduce the number of excreted pathogens, principally fecal bacteria and viruses, present in the effluent of FP
BOD and suspended solids are removed only very slowly
For example Design an anaerobic pond to treat the following wastewater after anabt vallage : Q = 401.5 m3/day . Li = 600 mg/l. T = 15°C.
Influent E-
coli/100 ml
Li mg/l D (m) θ (day) A (m2) Qin (m3/d)
Pond
5 x 107
300 3 3 401.5 401.5 AP
4.5 x 105
110 1.5 23 6022 400 FP
3.8 x 104
33 1 10 3902 369.9 MP
BOD = 33 mg/l achieve the palestinan guidelines for effluent
This plant will take approximately total area of 10.3 donum
the number of eggs removal from the scendary facultative pond is less than one this mean the guideline level for restricted irrigation
the E-coli removal > 1000 this mean not ok in this type of treatment (WSP
1. Current situation
2. scenario one Waste-Water Treatment Plant at Nablus
only No Nitrification at WWTP of Nablus BOD = 25mg/l Kr treated waste-water = 0.2 Kr mixed in stream = .35
3. SCENARIO TWO IN YEAR 2020 Waste-Water Treatment Plant at Nablus BOD=25mg/l Waste-Water Treatment Plant at Anbta BOD= 35mg/l Kr treated waste-water = 0.2 Kr mixed in stream = .35 No Nitrification at WWTP of Nablus and
Anbta.
4. SCENARIO THREE
Waste-water treatment plant at Nablus BOD=25mg/l Waste-Water Treatment Plant at Anbta BOD= 35mg/l Kr treated waste-water = 0.2
Kr mixed in stream = .35 Waste-Water Treatment Plant at Nour Shams. BOD= 25mg/l Kr treated waste-water = 0.2
Kr mixed in stream = .35 No Nitrification at WWTP of Nablus, Anbta and Nour
Shams.
DO SAG CURVE OF FOR SCENARIO ONE AT DIFFERENT TEMPERATURE
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 150
1
2
3
4
5
6
7
8
9
10
Time (day)
DO
(m
g/l)
WWTP at Nablus only
250C
300C
Deir Sharaf
Anabta Nour Shams
DO SAG CURVE OF FOR SCENARIO TWO AT DIFFERENT TEMPERATURE
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 150
1
2
3
4
5
6
7
8
9
10
Time (day)
DO
(m
g/l)
Deir Sharaf
WWTP at AnabtaNour Shams
30 0C
25 0C
DISCUSSION AND CONCLUSION, RECOMMENDATIONS
From initial values of BOD and DO, wadi al-zeimar cannot be used for irrigation of agricultural area.
Total solids usually come from organic and inorganic matters, but high values are obtained from sample tests so that give indicate about another resources increase values of total solids
Highest value of NBOD obtained from Nablus city then values begin to decrease with the rout due to nitrogen consumption expect location near settlements.
Wastewater doesn’t seepage to ground water near the study area, but remain influence on people life.
Critical situation of wadi al-zeimar are in summer semester .