At ECG, we understand that master planning guides growth and development, and as such is paramount to the future success of all projects. This is why we really give it our all.
Our master planning approach covers urban planning, land-use planning, transportation facilities, open spaces, and public services, as well as environment and heritage conservation precincts; and if this is not enough, we conduct a broad range of other studies pertaining to air, soil, water, health, and safety.
These studies include Economic Impact Analyses, Energy Efficiency Potential Studies, Environmental Impact Assessments, Feasibility Studies, Geotechnical & Ground Engineering Studies, GIS Studies, Hazard & Operability Studies (HAZOP), Hydrologic & Hydraulic Studies, Land Valuations, Marketing Researches, Population Studies, Real Estate & Asset Appraisals, Social Impact Assessments, Solid Waste Management Studies, Traffic Impact Assessments, Urban Development Studies, and water, air, and soil characterizations.
This meticulous attention to detail and comprehensive approach has paid off. Today, we are the trusted name in the field of engineering consultancy both nationally and globally. In addition, we take great pride in that.
The project’s main objective was to improve the availability, quality and sustainability of public water supply to Syrdaria region in Uzbekistan. The project’s main components include: Distribution network: pipes with diameter range of -50 250 mm (31 settlements). Ground reservoir: 2,500 m3 main source of supply (12 wells, pump station with capacity of 160 m3 /hr, 60 m). Towers: 31 towers with volume range of 250-25 m3 feeding different settlements. Transmission pipeline: pipelines with diameter range of 600-250 mm, with length 78 km, using Micro Tunneling Technology including (pipe inside pipe system with capacity of 2000/600 mm and length of 50 m).
The National Authority for Potable Water and Sanitary Drainage (NAPWSD) awarded ECG the contract to conduct a hydraulic study and provide design services for the development and upgrading of the water network of Obour City. The project’s main objective was to meet the demands of both current areas and future expansions until the target year (on a 10 year basis). The project’s key components include the following: Transmission pipelines: ductile iron pipes with diameter 1200/1400 mm, 60 km length, using Micro Tunneling Technology including pipe inside pipe DI/RC, 1200/ 4000 mm with lengths of 75 ,100 m & 50 m. Control system: using fiber optics cables network (SCADA) and fl ow control system. Pump stations: 3 pump stations, each with a capacity of 6000 l/sec, and head pressures of 140 m, 94 m & 60 m.
