International co-operation on Rhine water quality 1945–2008: An example to follow?

2009 ◽  
Vol 34 (3) ◽  
pp. 142-149 ◽  
Author(s):  
Erik Mostert
Keyword(s):  
1984 ◽  
Vol 16 (1-2) ◽  
pp. 27-50 ◽  
Author(s):  
P H Nienhuis ◽  
J C Huis in ‘t Veld

A number of coastal engineering and ecological considerations are given, concerning the changes from Grevelingen estuary into saline Lake Grevelingen. New hydraulic methods were used to close the 5–7 km wide estuary at both ends. The eastern secondary dam was closed in 1964 by a combination of tight caissons and rubble-stone from a cable-way. The closure gaps in the western primary dam were closed simultaneously in 1971 by sluice caissons and large concrete blocks dumped from a cable-way. The main objects of damming up Grevelingen estuary were to shorten and to strengthen the total length of the coast and the sea-walls, and to improve the fresh-water economy of the area. In the course of time additional motives have been added. Lake Grevelingen evolved into a relatively stable and diversified saline ecosystem. The considerable values of water quality and ecology of the present lake have to be weighed against the bad quality of fresh Rhine-water and concomitant biotic communities.


1984 ◽  
Vol 16 (5-7) ◽  
pp. 393-406 ◽  
Author(s):  
J A Van Pagee

Water quality modelling techniques havebeen used to evaluate and predict the influence of taken, projected and potential sanitation measures for domestic and industrial wastewater loads in the River Rhine drainage area. 15Because of serious eutrophication problems in the Dutch fresh water lakes, that are fed by the River Rhine, special attention is given to the quantification of sanitation measures that can reduce the nutrient concentrations. As a base for modelling the River Rhine water quality, a one-dimensional steady-state model MODQUAL (a modified version of the QUAL-II model) has been developed and applied on the riversystem downstream of Lake Constance, including the main tributaries Neckar, Main and Mosel and the Dutch branches IJssel, Lek and Waal. It is shown that the development of wasteloads and the introduction of biological (secondary) treatment since 1973, has resulted in a significant improvement of water quality components as DO, B0D5, COD, Kjeldahl-N and NH4-N. The influences of tertiary treatment directed on nitrogen or phosphorus removal and the introduction of phosphate-free detergents are quantified for various hydrological conditions.


Author(s):  
Ping Wang ◽  
Lewis Linker ◽  
James Collier ◽  
Gary Shenk ◽  
Robert Koroncai ◽  
...  

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