Use this URL to cite or link to this record in EThOS: http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.484779
Title: Physical modelling of low-cost modifications to the Crump Weir in order to improve fish passage : development of favourable swimming conditions and investigation of the hydrometric effect
Author: Servais, Susan Ann
ISNI:       0000 0000 3955 4263
Awarding Body: Cranfield University
Current Institution: Cranfield University
Date of Award: 2006
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Abstract:
More than 350 Crump-type weirs (which are triangular in profile) form part of the Environment Agency's hydrometric network in rivers across England and Wales. These weirs operate as effective measurement structures and are useful over a large flow range. However, they also act as barriers that impede the passage of many species of coarse fish within their natural habitat. The primary aim of this research project was to recommend modifcations to Crump weirs in order to improve fish passage, while still allowing the weirs to fulfll their hydrometric purpose in a reliable way. It was an additional requirement that any proposed solution(s) be both practical and achievable at low-cost. This is in contrast to conventional fish pass solutions, that tend to be expensive, are generally not hydrometrically rated, and most of which were not designed with coarse fish in mind. The method used was a model study conducted in the laboratory, which allowed for a great number of layouts to be trialled. Laboratory research combined with fish swimming data provides a basis for projecting successful fish ascents. Brimpton weir on the River Enborne was chosen as a suitable reference on which to base laboratory model tests. The preferred arrangement (termed a `rotated-V' layout) was found to be a series of baffles located on the downstream slope of the Crump weir. These baffles effectively act as weirs at low flows and roughness elements at high flows. Each baffle has a slot which helps to form a path of ascent for fish. The base closest to the crest was set at the same height as the crest, as this led to optimum low velocities in the slots on the downstream slope. Extensive testing revealed that the proposed solution results in a change in a weir's hydrometric characteristics. However, it was demonstrated that the deviation of the coefficient of discharge is predictable. Therefore, it allows for reliable flow measure- ment to be achieved (subject to a standardised calibration trial using volumetric flow measurement techniques). In addition, a detailed measurement and analysis of wa- ter velocities within the recommended solution strongly suggest that it substantially improves on the fish passage capability of a Crump weir.
Supervisor: Rhodes, David Sponsor: Not available
Qualification Name: Thesis (Ph.D.) Qualification Level: Doctoral
EThOS ID: uk.bl.ethos.484779  DOI: Not available
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