Feasibility study of flushing To Lich River with Red River water through West Lake

Feasibility study of flushing To Lich River with Red River water through West Lake

Holland, Bram (TU Delft Civil Engineering and Geosciences)
Abrahamse, Noor (TU Delft Civil Engineering and Geosciences)
van den Brekel, Evelien (TU Delft Civil Engineering and Geosciences)
van der Voort Maarschalk, Joost (TU Delft Civil Engineering and Geosciences)
Keunen, Oscar (TU Delft Civil Engineering and Geosciences)
Janssen, Pauline (TU Delft Civil Engineering and Geosciences)

Bogaard, T.A. (mentor)
Gebert, J. (mentor)
Mosselman, E. (mentor)

Delft University of Technology

CIE4061-09 Multidisciplinary Project

2019-12-05

The goal of this study is to examine the feasibility of this solution, from a water quality and hydraulic point of view. Firstly, the current state of the three water bodies was investigated and a stakeholder analysis was conducted to look into the social and political context. Secondly, the effect of the solution on the water quality in the WL and TLR was researched. The most important water quality parameters were qualitatively discussed and after that, the quantitatively changes in the WL were modelled. A convection-diffusion model was set up for different parameter concentrations in R. The initial parameter concentrations were gathered by field measurements and extensive online research. The water quality assessment shows that the Biochemical Oxygen Demand (BOD), Chemical Oxygen Demand (COD), turbidity and Total Suspended Solids (TSS) concentrations in the RR have a better value than in the WL. The model itself shows for every parameter that after 100 days of mixing the water is not completely mixed in the WL. The water in the TLR is flushed with WL water and its quality is therefore more or less equal to WL water. It is concluded that the proposed solution improves the water quality in the WL and the TLR. However, long and frequent mixing is necessary for the WL water to reach the RR water quality level. Thirdly, a hydraulic analysis was carried out by investigating the hydrological and geometrical characteristics of the three water bodies. Thereafter, the hydraulic impact was examined by comparing six different flushing scenarios.The flow, water depth and sediment transport rates for different time intervals were modelled in R over the distance of the TLR. A Multi Criteria Analysis was done to interpret the results on the consequences in the TLR. The outcome of the optimum scenario is when the gate has an opening height of 5%. The total transported sediment volume is significantly larger in this scenario, which is beneficial. From a hydraulic perspective the proposed solution is feasible for all water bodies. However, more extensive research on for example the impact on the hydraulics in the TLR is needed to get more conclusive results. As a spin-off, our project (co-)developed educational tools that can be used within the HUNRE curriculum and as awareness raising activities in Hanoi with citizens, schools and the like. Fieldwork with Vietnamese students was conducted to start with building a data base on water quality of the water bodies in Hanoi. The tools that are created are manuals, instruction videos and an introduction lecture. Furthermore, the database, that is built, can be extended with more fieldwork in the future. The extent to which the educational tools and the database integrate in the study program of HUNRE remains unsure, however the awareness among Vietnamese students on the importance of water quality has increased. Furthermore, the OKP project strives to realize the integration of the educational tools in the future. Therefore, this research objective is expected to be achieved.

Water management
Hydraulic Engineering
Education
Vietnam

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Student theses

student report

© 2019 Bram Holland, Noor Abrahamse, Evelien van den Brekel, Joost van der Voort Maarschalk, Oscar Keunen, Pauline Janssen