Integrated Urban Water Management in city of Darkhan, Mongolia
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1 Integrated Water Resources Management in Central Asia: Model Region Mongolia (MoMo) Integrated Urban Water Management in city of Darkhan, Mongolia Buren Scharaw Fraunhofer IOSB-AST Workshop Ulaanbaatar, 05.Nov.2014
2 Model Region: River Basin Kharaa, City of Darkhan Darkhan Kharaa River Basin Kharaa Catchment area ~ km2 Kharaa flow at Darkhan: MQ ca. 10,5 m3/s Catchment Orkhon (~ km2), Catchment Selenge (~ km2), Baikalsee, Russland Population of Darkhan ca
3 The IWRM-MoMo Project : Past, Present & Future 2006 Past Present 2014 Future Kharaa River basin, Urban and rural water management analysis, city of Darkhan and Orkhon Sum Identification of existing problems impacts on population & environment effective programs of measure. Testing of measures Evaluation of proposed measures from MoMo 1 pilot measures Methods for multi-disciplinary planning of effective and efficient measures toolbox model Implementation of measures application and optimisation of measures, evaluation of the IWRM approach. 2017
4 Drinking water extraction for city of Darkhan: Ground water monitoring 8 TPP wells Darkhan (~ ) 18 wells of USAG (depth: 60-70m) 8 km south of Darkhan bank filtrate ~ m³/day 8 wells of Thermal Power Plant (depth: 70-80m) ~ m³/day 13 wells of other industries (brick manufacture, tannery) 18 USAG wells
5 Drinking water extraction for city of Darkhan: Monitoring Ground water situation 10 levelloggor measure ground water level continuously
6 Drinking water extraction for city of Darkhan: Ground water modelling by MODFLOW model area: ~ 500 km² (mathematical and numerical formulation)
7 Drinking water extraction: Ground water simulation results Result 1: simulated steady-state water table (hydraulic head) (April-October 2013) represents average flow conditions Warm season => - river and soil water not frozen - groundwater recharge (10mm/year) draw down in 8 TPP wells gallery is larger than in 18 USAG wells gallery TPP wells are further away from the Kharaa River GW-flow in alluvial aquifer from South to North parallel to Kharaa River
8 Drinking water extraction: Assessment of ground water quality Result 2: Ground water quality
9 Drinking water supply in city of Darkhan 18 groundwater wells near the river Kharaa (depth 70m) with ~ m 3 /d capacity 6 tanks 225 km network pipes ca m 3 /d demands Old and often broken down network infrastructure (pumps, pipes, valves) High water losses in the DWSN 3 distribution zones (Old Darkhan, New Darkhan and Industry) Rehabilitation of distribution network
10 Drinking Water Supply: Leakage detection concept Water production and leakage detection in distribution network
11 Water balance in city of Darkhan
12 Drinking Water Supply: Leakage [m³/h] Sunday Tuesday Thursday Saturday Daily Demand Profiles Darkhan Monday Wednesday Friday Largest Demand 525m³/h Indicator for high leak flow High nightly demand 340m³/h Time
![network [April-May 2011] Workshop with USAG](/docs-images/72/66806770/images/13-10.jpg "employees in Summer 2012 in the Mangit area")
13 Drinking Water Supply: Installation of sensors Pin-Pointing of Leakages by Field Measurements Sensor Installation 10 multiparameter sensors for darkhan water network [April-May 2011] Workshop with USAG employees in Summer 2012 in the Mangit area (Capacity Development) Training of usage of SebaKMT noise loggers, correlators and ground microphones
14 Drinking Water Supply: results from leakage detection small pressure drop Online measurement Flow change Detection of leakages by comparing the results between online measurement-data from sensors and simulation by HydroDyn Proposal for rehabilitation of the pipe lines (3 km in 2013 and 18 km in 2014 by local company USAG Darkhan Simulation by HydroDyn Reducing the leakages by 5%-7%
15 Waste water treatment: Tested SBR Pilot Plant Task: Construction and operation of an SBR Pilot Plant Pilot plant site selected at the WWTP Darkhan Planning of the Pilot Plant completed Drawings submitted to USAG Machinery Parts ordered and packed for transportation to Darkhan PLC programming in progress Start-up planed in may 2011 All action in scheduled time and costs as submitted with proposal
16 Preliminary Design of Large-scale WWTP by SBR-Technology
17 WSB Small Waste Water Treatment Decentralized Waste Water Management Working plan construction work start-up operating time Modification Location adaptation plant size form 20 to 50 PE Treatment Plant for a kindergarten in Orkhon soum Capacity 50 PE Pre-treatment - Biological stage - Final clarification Biological stage with Biofilm Carrier
18 Reuse 1: Integrated Wood Production Objective: Identify an affordable waste water treatment approach that is compatible with the harsh climatic conditions of the Darkhan region. Result: Reuse waste water components for local environmental and economic benefit. Inflow (V = 1 m³/d) Primary sludge fance Flow meter (Data collection) Out flow to sewage system Location: MUST University M. von Afferden
19 Reuse 2: Production of Biogas by ipit intermediate storage biogas plant ipit installation in bag 7 in Darkhan Installation of biogas plant on the CWWTP Darkhan
20 Capacity Development ( ) Mongolian Scientists and Stakeholders in Germany Project partners and key persons from Ministries, Kharaa River Basin Council, Water Administration and provincial Gouvernement Darkhan-Uul Aimag, local companies, like USAG and Universities (MUST, NUM) University and Schools Lectures (MUST Darkhan and NUM) Mongolian diploma student - cost analyses of a new WWTP, at FhAST-Ilmenau Supervision of Ph.D. master/bachelor theses to Mongolian students Master Program: Environmental Engineering & Management (EEM) Water Fun Programm at schools (UBZ) Technical training course for decentralized waste water systems (Fraunhofer and UFZ)
21 Thank you very much Баярлалаа
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