How To Build An Effluent Recovery Scheme
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1 NGEST Effluent Recovery Scheme tekopohjavettä jätevedestä / Suvi Niini
2 NGEST Effluent Recovery Scheme Part of a larger Northern Gaza Emergency Sewage Treatment Project (NGEST) with several donors Comprises the risk management facilities of the NGEST Project, funded by the World Bank Consultancy Services for Detail Design, Tender Documents, and Construction Supervision of Effluent Recovery & Irrigation Scheme Contracted with Center for Engineering and Planning (CEP) and FCG Finnish Consulting Group in June 2009 Client is Palestinian Water Authority Contract value 685,230 USD (~500,000 EUR), FCG share 300,720 USD (~220,000 EUR) Suvi Niini
3 Immediate measures to prevent environmental disaster in Beit Lahia: Terminal pumping station in Beit Lahia NGEST Project Pressure pipeline Nine infiltration basins at the new site Suvi Niini
4 NGEST Project Beit Lahia WWTP to be replaced by a new North Gaza WWTP in 2015 Infiltration basins already built and functioning at the site of the NGWWTP Suvi Niini
5 NGEST Project Groundwater model was built by SWECO and EMCC in 2004 to study environmental impacts 2015 Flow paths in 20 years 2022 Contaminant plume without mitigation Suvi Niini
6 Principle of Effluent Recovery Aquifer infiltration and pumping back to agriculture Vedenottokaivo Havaintoputki Imeytysallas Kasteluverkostoon Kurkar-hiekkaa ja -silttiä Alkuperäinen pohjaveden pinta Jäteveden käsittelyyn ja varastointiin varattu alue Läpäisemätön maakerros Recharge-Recovery Scheme Suvi Niini
7 NGEST Effluent Recovery Scheme Recovery wells around the infiltration basins Rehabilitation of the adjacent existing agricultural wells which will be included in the irrigation system Water storage tanks and booster pumping station Irrigation trunk lines Water quality and operational programme Tentative location of the scheme Suvi Niini
8 FCG/CEP Services Conceptual planning of recovery scheme by groundwater modeling Detail design of the recovery wells and irrigation scheme Complete set of bidding documents following World Bank procurement standards Support in Tender Procedure Construction supervision services Project Start-up took place in November 2009 Design phase 1 year, then Supervision Phase 2,5 years Design Phase Workplan Suvi Niini
9 Project Organisation PWA CEP AND FCG OFFICES LOGISTIC AND TECHNICAL SUPPORT TIMO KOSKI PROJECT MANAGER LOCAL MANAGEMENT TEAM Dr. Mohamed Ziara Dr. Yunes Mogheir SUPPORT FCG team: Timo Koski, Team Leader Suvi Niini, PD /GW Modelling Expert Esa Kallio, Hydrogeologist Antti Auvinen, Hydraulic Engineer Antti Ala-Kurikka, Electrical Engineer Raine Rönnberg, Mechanical Engineer Mr. Roger Aopola Hydrogeologist Mr. Antti Ala- Kurikka Electrical and ICA Engineer Dr. Yunes Mogheir Ass. Hydrogeologist Dr. Mohamed Abdel Ati Wael Younis Ass. Electrical and ICA Dr. Mohamed Abdel Ati Ass. Electrical and ICA Eng Dr. Ahmed Abu Awad Expatriate Reuse Expert Dr. Khalil Tubail Reuse Expert Consulting Centre for Quality and Calibration (CCQC)/ Eyad Abu hamam Geotechnical Mr. Antti Auvinen Hydraulic Engineer Dr.Mazen Abualtayef Ass. Hydraulic Eng Ahmed Abu Quraan Safety Engineer Mr. Raine Ronnberg Mechanical Eng. Nabil Abu Shahla Ass. Mechanical Falah Salem Fakawi Quantity Surveyor Dr. Mohamed Ziara Structural Eng. Eyad Abu Warda Ass. Structural Eng. MBC Surveyor Suvi Niini Figure 7: Organization Chart.
10 NGEST Groundwater Model Model domain 17 x 23 km 2 Part of the regional coastal aquifer Permeable layer in kurkar group m thick Near Gaza border aquifer can be conceptualized as single layer unconfined aquifer Visual Modflow (v ) tool Cell size 20x20 m 2 at NGWWTP site Boundary conditions Constant head west No flow north and south General head east Suvi Niini
11 Model base data Previous regional DYN model for southern part of the coastal aquifer Bottom of layer = saquia surface Groundwater observations at 26 points Drillholes at NGWWTP site and step drawdown pumping test at DB4 in 2002 K-values of m/d Effective porosity 0.25 Recharge according to average seasonal rainfall with infiltration factor + assumptions of other components like irrigation and network leakages Abstraction from 46 municipal wells and ~1200 agricultural wells Suvi Niini
12 Observed level Groundwater level Modelled steady state water level contours for 2007 Suvi Niini
13 Studied scenario Year Infiltration BOD Conc. Recovery m 3 /d mg/l m 3 /d Performance of recovery wells was simulated using Modpath particle tracking and MT3D contaminant transport modules Suvi Niini
14 Model indications Infiltrated water can be well captured by the planned wells Retention times to the nearest wells are about 1.3 years Aquifer allows for bigger daily well yields, say m 3 /d Groundwaters of Gaza keep depleting Steady state run for 2. step Infiltration = m 3 /d Recovery = m 3 /d 25 wells each 1500 m 3 /d screened at Suvi Niini
15 Effluent Recovery Scheme Suvi Niini
16 Scheme area and future extensions Future irrigation land Suvi Niini
17 Irrigation trunk lines Suvi Niini
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