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Research papers Vaci2015
APPLICATION OF VIRTUAL WATER CALCULATION METHOD FOR MAJOR CROPS IN ECONOMIC ZONES OF VIETNAM Huu Dung LUONG , Minh Tuyen HOANG Tuan Nghia LE, Thi Thuy NGO 1Vietnam Institute of Meteorology, Hydrology and Climate change Email: This e-mail address is being protected from spambots. You need JavaScript enabled to view it ABSTRACT   Water is the vital resource for human development and study on water…
SOBEK SOFTWARE – A NEW TOOL FOR WATER RESOURCES MANAGEMENT Huan Ngoc TRAN 1, Huong Thi VU 1, Minh Thi Nguyet HOANG 1 and Duong Du BUI 2  1 Hanoi University of Natural Resources and Environment, Vietnam                                                                                                             This e-mail address is being protected from spambots. You need JavaScript enabled to view it ; 2National central for Water Resources Investigation and Planning (NAWAPI)   ABSTRACT…
4.2.1 Model setup Collecting and processing input data is the initial stage using mathematic model tools. Basing on the requirements of the model, collecting and processing the concerning documents and data to serve calculation. The document types include meteo-hydrological document and data in the basin; the plan of the study…
The difference of SOBEK software is capable to allows simulating system for real-time (Real Time Control - RTC) basing on the observation data on the system which are updated continually to help manage, supervise and operate the exploitation work of water resources in the best way. For example, controlling and…
3.4 Using return flow for irrigation   Return flow was considered as a management measure to mitigate the impact of SWI on agricultural production in the estuary. Due to the water scarcity and high SWI during dry periods, using return flow for irrigation is able to address the water shortage…
2.3 Numerical simulation MIKE 11 hydrodynamic model was used to model SWI in the VGTB estuary. The model involves the Saint-Venant equations in calculation to solve the issues of conservation of continuity and momentum base on the following assumptions: flow is mainly one-dimensional; the water is incompressible and homogeneous; the…
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