Difference between revisions of "Gameren"

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(Introduction)
(Introduction)
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[[Image:Gameren_Oblique_view.jpg|thumb|left|View on side channel set of Floodplain "Gameren", downstream direction. Photo: Rijkswaterstaat (NL)]]
 
[[Image:Gameren_Oblique_view.jpg|thumb|left|View on side channel set of Floodplain "Gameren", downstream direction. Photo: Rijkswaterstaat (NL)]]
  
<p>
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<p>Under the authority of the Ministry of Transport, Public Works and Water Management (Eastern Netherlands division), the Institute for Inland Water Management and Waste Water Treatment RIZA executed a monitoring program on secondary channels in the Gamerensche Waard. During the period 1996-2002 a broad and complete program was executed with three main objectives: 1) evaluation of the desired effects, 2) assessment of the undesirable side-effects (risks) and 3) increase of the knowledge about secondary channels.</p>
The reconstruction of secondary channels has become an important issue in view of flood protection and nature rehabilitation of the lowland parts of the river Rhine. To maintain safety against flooding at increased river discharges, heightening the dikes is no longer opted for. Instead, measures are considered to increase the discharge capacity of the floodplains. One of these measures involves the reconstruction of secondary channels. The objective is to increase the discharge capacity and simultaneously restore floodplain nature (Silva et al., 2001; Wolfert, 2001). Since the nineties, man-made secondary channels have been constructed in the river Rhine. Monitoring shows that these channels provide suitable habitat for rheophilic macroinvertebrates and fish (Grift, 2001; Simons et al., 2001).
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<p>In the period 1995-1999 three secondary channels were excavated in the Gamerensche Waard along the river Waal (the main side branch of the river Rhine). Regarding the dimensions, these channels are unique for Dutch rivers. These channels are digged out partly from former agricultural grassland and partly they ecxists of connected former sand and clay exctraction pits. The three secondary channels vary with regard to location (inside and outside the summer embankment), length (0.5-2 km), width, depth (0-20 m), discharge (1-3%) and the like. Just one of the channels is flowing permanently, the other two
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contain flowing water in respectively 4 and 11 months a year.</p>
  
 
==References==
 
==References==

Revision as of 13:31, 7 May 2009

Gameren


Factsheet: Gameren

General
Country NL
River Name Waal
Site Name Gameren
River Characterisation
{{{rivertypes}}}
River typology
Location (Lat Lon) 51.8062000807445, 5.20940780639648
Altitude lowland: < 200 m
Catchment area very large: > 10000 km2
Geology Calcareous
National code/
River type name

Biological quality elements
{{{bqe}}}
Ecosystem Services
{{{egands}}}
EU Directives
{{{eedandp}}}
Pressures
Morphological alterations
Management of rivers and floodplains
Measures
Working with physical form and function of river and floodplains
Changes to cross section geometry
Other
Project size 12 ha
Approximate costs 0
Synergy flood protection
Status Planned
Period of realization 1996/1997
Evaluation 2


Introduction

View on side channel set of Floodplain "Gameren", downstream direction. Photo: Rijkswaterstaat (NL)

Under the authority of the Ministry of Transport, Public Works and Water Management (Eastern Netherlands division), the Institute for Inland Water Management and Waste Water Treatment RIZA executed a monitoring program on secondary channels in the Gamerensche Waard. During the period 1996-2002 a broad and complete program was executed with three main objectives: 1) evaluation of the desired effects, 2) assessment of the undesirable side-effects (risks) and 3) increase of the knowledge about secondary channels.

In the period 1995-1999 three secondary channels were excavated in the Gamerensche Waard along the river Waal (the main side branch of the river Rhine). Regarding the dimensions, these channels are unique for Dutch rivers. These channels are digged out partly from former agricultural grassland and partly they ecxists of connected former sand and clay exctraction pits. The three secondary channels vary with regard to location (inside and outside the summer embankment), length (0.5-2 km), width, depth (0-20 m), discharge (1-3%) and the like. Just one of the channels is flowing permanently, the other two contain flowing water in respectively 4 and 11 months a year.

References