South Area still waters 1995 November surveys

This is the South Area still waters 1995 November surveys from the National Rivers Authority, 1996. The report focuses on the surveys of ten Cheshire Meres (Betley, Budworth, Combermere, Hatchmere, Oak mere, Pick mere, Redes, Rostherne, Tabley, and Tatton) previously surveyed in November 1994 and May 1995. Eight others (Chapel Mere, Little Mere, Marbury Mere, Mere Mere, Oss Mere, Petty Pool, Quoisley Big Mere and Tabley Moat) were surveyed for the first time. Two other lakes, Carr Mill Dam and Pennington Flash, were surveyed. Neither of these are considered to be part of the Cheshire meres group of lakes but are of a Regional interest. This report discusses the results of the November 1995 survey before making a comparison between these and the November 1994 survey results. The section on results contains information about water column profile; nutrients (chlorophyll a; Phaeophytin; Nitrate and Nitrite; Ammonia; ortho-Phosphate; Silicate; and total Phosphorus.

Hindburn Force Weir in 1954

Photo of Hindburn Force Dam, North West of England, UK, including a fish pass. This photo is part of a Photo Album that includes pictures from 1935 to 1954.

River Avon (including Glazebrook) fisheries survey 1978

This is the River Avon (including Glazebrook) fisheries survey 1978 report produced by South West Water Authority in 1978. This report aims to determine the penetration of Salmon into the River Avon system and to a lesser degree estimate the population of resident salmonids and other indigenous species. Six sections were electro fished at accessible points as detailed below. All fish were identified and measured. Each section was fished through three times to take the majority of the resident species. Small specimens of salmonid fry, eels and lamprey were common in almost all River Avon sections with the exception of Shipley bridge and Avon Dam but due to the mesh size of the standard dip nets used, many slipped through making accurate number estimation impossible.

Análise tensão deformação de uma barragem de concreto em solo residual preponderantemente anisotrópico.

Estudos de fundações de obras de arte, como barragens de concreto-gravidade e barragens de terra, devem contemplar todos os esforços atuantes no maciço de fundação, principalmente as tensões e as deformações esperadas durante todo o processo construtivo e no período pós-construtivo. Quando essas estruturas são apoiadas sobre rochas de boa sanidade, a escolha do barramento geralmente favorece a implantação de barragens de concreto. Entretanto, quando os maciços de fundação são formados por solos, a opção técnica geralmente mais bem aceita é quanto à utilização de barragens de terra. Em ambos os casos, as análises de estabilidade e de deformação são desenvolvidas por métodos analíticos bem consolidados na prática. Nas condições mais adversas de fundação, seja em rochas ou em solos com marcante anisotropia e estruturas reliquiares herdadas da rocha-mãe, a utilização de modelos constitutivos anisotrópicos em análises por elementos finitos propicia simulações mais realistas dessas feições estruturais, contribuindo para o seu melhor conhecimento. O presente trabalho teve por objetivo demonstrar a utilização de um modelo constitutivo anisotrópico no estudo da fundação da Barragem San Juan, localizada na República Dominicana, que foi concebida como uma estrutura tipo concreto-gravidade apoiada sobre solos residuais jovens altamente anisotrópicos. Nessa obra, apesar de sua pequena altura, a presença marcante de descontinuidades ensejou um estudo mais detalhado do comportamento tensão-deformação da fundação, levando em conta o levantamento detalhado da atitude das descontinuidades presentes no maciço e os resultados de ensaios de resistência em planos paralelos e normais às descontinuidades. Para a estimativa de deformações, os respectivos módulos de Young (Es) foram estimados com base em correlações com a resistência à penetração SPT desenvolvidas nesta dissertação, a partir de um estudo estatístico baseado em várias publicações disponíveis na literatura. As análises numéricas por elementos finitos foram desenvolvidas através do programa Plaxis 2D, utilizando-se como modelo constitutivo aquele denominado The Jointed Rock Model, que é particularmente recomendado para análises de estabilidade e deformação de materiais anisotrópicos. Os resultados das análises numéricas foram comparados com as análises de equilíbrio limite elaboradas para o projeto executivo da referida barragem, pelo programa Slope, utilizando o método rigoroso de Morgenstern e Price, que se mostrou conservador. Os resultados das análises numéricas mostraram sua inequívoca versatilidade para a escolha de opções de reforço da fundação, através de dentes que objetivavam o aumento das condições de estabilidade da barragem.

三峡大坝的修建对库区动物的影响

世界上最大的大坝—三峡大坝―于2003年6月正式建成并蓄水，三峡水库的水位由蓄水前的84m上升至蓄水后的139m。三峡大坝的修建与蓄水，已经显著地改变了三峡库区陆地生态系统和水域生态系统的生态环境。三峡大坝的修建将如何影响生活在这一区域（包括陆地和水域）的野生动植物资源，是个亟待解决的问题。 对于陆地生态系统，三峡大坝的修建，使三峡库区的生态环境进一步破碎化（Fragmentation）和岛屿化（Island）。为了了解三峡大坝的修建对三峡库区野生动物所产生的影响，我们选择适应性强且对环境变化敏感的啮齿动物为研究对象，在三峡库区选取两个岛屿（洛碛岛和皇华岛）及其对岸为研究点，在野外调查了啮齿动物的群落组成、种群密度与分布，并用胃容物分析和稳定性同位素分析方法研究了两个研究点优势种啮齿动物的食物来源与组成。结果表明，两个研究点间啮齿动物群落组成有很大差异，这主要是由于啮齿动物分布的地域性差异引起的。在同一个研究点，岛屿上的啮齿动物群落组成与对岸的没有差异，但在岛屿上的啮齿动物种群密度却明显高于其对岸的，这说明随着库区水位的大幅度提升，岛屿的面积急剧减小，使原本栖息在水边的啮齿动物不得不向岛屿的中上部迁移，致使岛屿上的啮齿动物的种群密度迅速增加。啮齿动物的食物来源有四种：C3非豆科植物，C3豆科植物，C4植物及水生生物。不同种啮齿动物的食物种类组成也不同，四川短尾鼩（Anourosorex squamipes）的食物中有水生生物的组成成分，但其它啮齿动物食物中不含水生生物。不同食物来源在啮齿动物的整体食物中所占比例也不同，并呈明显的季节性变化，这种变化与田间的农作物种类密切相关。动物组织的稳定性同位素组成不仅可以示踪动物的食物来源，也反映了动物的生存状况。我们的结果显示：对岸啮齿动物的稳定性同位素组成相对集中，并且不同种啮齿动物间没有重叠。这一方面说明对岸啮齿动物的食物来源相对丰富，啮齿动物可以选择各自喜食食物，在此环境下的啮齿动物种间竞争相对较弱，至少是种间食物竞争较弱。岛屿上啮齿动物的稳定性同位素值分布范围远大于在对岸的，并且种间稳定性同位素组成有明显的重叠部分。稳定性同位素组成的重叠意味着有相似的食物来源，也即栖息生境相似。这说明岛上的啮齿动物种间存在较剧烈的食物竞争关系。在资源限制情况下，多种啮齿动物不得不利用共同的食物来源。换句话说，岛屿化过程将加剧岛屿上啮齿动物的种间竞争。 洛碛岛上的四川短尾鼩因为可以利用水生食物来源，这使得它在岛屿化过程中处于有利地位。随着岛屿化进程的加剧，四川短尾鼩在岛屿上的优势将更加明显。而皇华岛屿上的褐家鼠的食物来源单一，会因岛屿面积的进一步减小，食物来源更加缺乏，它们将不得不改其食物组成或面临消失。而白腹巨鼠的栖息环境靠近江边，将因水位的上升进一步上移，它们的栖息环境与普通田鼠的发生重叠，使得白腹巨鼠与普通田鼠发生栖息地的竞争与食物竞争，并面临更多的人为因素干扰。 对于水域生态系统，长江是我国最大的河流，也是我国淡水鱼类最丰富的区域。三峡大坝的修建已经显著改变了三峡库区的水文特征。为了了解三峡大坝的修建是否会改变三峡库区的有机物组成，并进而影响到三峡库区水生生物的食物来源和组成，我们选择了三个水文特征不同的研究点（洛碛江段、皇华城江段和茅坪江段）调查了三峡库区的常见鱼种类组成，并用稳定性同位素方法研究了三峡库区洪水前后的有机物组成变化与鱼类的食物网模型，用稳定性同位素划分了鱼类食物网结构及鱼类体长与其肌肉δ15N值间的关系。结果表明，三峡大坝的修建，已经显著改变了皇华城和茅坪江段的水文特征，同时也“干扰”了生活在这一区域的鱼类。适应于流水环境的鱼类在库区回水处和大坝附近几乎消失，而喜欢静态环境的其它鱼类却得到极大的发展，例如鲢鱼（H. molitrix）和草鱼（ C. idellus）。 洪水前后，三峡库区的有机物组成成分有明显改变。洪水前，水中有机物主要以河流自身生产力产生的有机物为主（浮游植物、藻类等）;洪水后，水中有机物主要以外来有机物为主（陆地植物、土壤有机物和从上游带来的有机物）。对于三个食物网模型：河流连续体模型（RCC）、脉冲模型（FPC）和河流生产力模型（RPM），河流生产力模型能更好的解释三峡库区的水生生物的食物来源，即三峡库区的水生生物的食物主要来源于河流自身生产力产生的有机物。但外来有机物作为水生生物的一种辅助食物来源，在洪水期间起到不可忽视的作用。 在本研究中，鱼类体长与其δ15N值间的关系与选取鱼的种类有关，比如南方大口鲇（Silurus asotus）的体长与其肌肉的δ15N值呈明显负相关关系（R2≈0.5），而鱖鱼（Siniperca）、铜鱼（Coreius guichenoti）和草鱼（Ctenopharyngodon idellus）的体长与其肌肉的δ15N值却呈正相关关系。 三峡库区常见鱼类主要以杂食性和广普性鱼类为主，食物网结构十分复杂。通过胃容物分析和稳定性同位素分析，三峡库区水生生物营养级间的判别值约为3.1‰。依据鱼类肌肉的δ15N值，三峡库区的常见鱼类可以划分为四个营养级：草食性鱼类（herbivorous fish）、初级杂食性鱼类（1ºomnivorous fish）、次级杂食性鱼类（2ºomnivorous fish）和食鱼性鱼类（piscivorous fish）。营养级间没有明确的分界限，鱼类的营养级从2到4.8，是连续分布的营养级结构，从而更真实的反映了自然界中动物的捕食关系和在食物网中的位置。 自然丰度变化的稳定性同位素(Stable isotope)作为一种天然的示踪物，在动物生态学上已经得到广泛应用。动物的稳定性同位素可以清楚的示踪动物的食物来源、食物组成、栖息地情况和生存状况等多种信息，结合传统的胃容物分析，或其它的粪便分析、储藏物分析等，稳定性同位素技术在动物生态学研究方面必将得到更广泛的应用。

Limnological studies of a freshwater tropical impoundment : Powai Lake. 1: Morphometry and physical features

Powai Lake, an impoundment, came into existence in 1891 when the riverlet Dhanisar was dammed to conserve rainwater for drinking purpose. However, the water was found to be unpotable and the lake was leased out to the Angling Association, Bombay, exclusively for angling and sports. The lake is located about 27 km in the northeast of Bombay city at a height of 55m above MSL. It is rainfed with an average rainfall of 2,400 mm. The maximum waterspread area is 220 ha with a maximum capacity of 8.11 million m super(3) in the peak monsoon period when the water overflows the dam. There is no drawdown from the lake. Fluctuation in the water level is mainly due to evaporation and percolation. Transparency is low mainly due to suspended organic particles. There is hardly any difference in the water temperatures of surface and bottom, hence the annual heat budget is low at 2,818 cal m super(-2).

A brief report on a survey of the fish and fisheries of the Tana river, with special reference to the probable effects of the proposed barrages

The construction of several barrages in order to develop the hydroelectric and irrigation potential of the Tana river has been proposed and the probable effects of these developments upon the fish and fisheries of the area' has been investigated. Briefly in the highest reaches the sport fishery will be unaffected, in the middle reaches the sparse subsistence fisheries will be only slightly inconvenienced but in the terminal reaches of the river the subsistence and commercial fishing enterprises are expected to be seriously reduced by the progressive re-regulation of river-flow. However each new dam will support a new and productive reservoir fishery and with proper development the annual yield of fish from the Tana basin is expected to increase considerably.

Avaliaçāo preliminar do estado da exploraçāo de Kapenta (Limnothrissa miodon, Boulenger 1906), em cahora bassa com base em dados históricos de captura e esforço de 1995-2000

The fishing of kapenta (Limnothrissa miodon, Boulenger 1906) on the Cahora Bassa Dam started around 1992, when considerable stocks of this species were discovered in the lake. The species is believed to have successful established in the Dam following a natural introduction through a downstream movement from Kariba dam where it was introduced in 1967/68. Fisheries statistics on the kapenta fishery have been collected since 1993 by the Ministry of Fisheries through the Provincial Offices for Fisheries Administration of Tete (SPAP - Tete) but only data from 1995 onward are available on the database of the Ministry of Fisheries and these are the data that was used for compiling the present report on which trends of fishing effort, catch and CPUE are analyzed. Catch and effort have increased with time, from a minimum of the 4 thousand metric tons for an annual fishing effort of 36 fishing rigs in 1995 to a maximum of 12 tons for a fishing effort of 135 rigs while CPUE followed a decreasing trend during the same period. Correlation analysis between catch and effort suggests that probably environmental factors may have influence on catch variation than the increase on fishing effort. Two models were applied for calculating MSY and FMSY resulting in two pairs of roof leading to two scenario of fisheries management. 10137 tons and a FMSY of 177 fishing rigs were computed using Schaefer model while 11690 tons and a FMSY of 278 were obtained using Fox model. Considering the differences between the two results and considering the fact that the two models have no differences in terms of precision and the fact that their determination coefficient are not different it is suggested, using the precautionary principle that result from Schaefer model be a adopted for fisheries management purpose.

Hydrodynamic pressures behind flexible and rigid dams

During earthquakes, hydrodynamic pressures are generated by the impounded reservoir on the dam face. The magnitude and distribution of the hydrodynamic pressures vary with factors such as frequency and intensity of earthquake-induced ground motion, depth of impounded reservoir, stiffness of dam and geological conditions. It is difficult to obtain experimental data on hydrodynamic pressures from the field owing to uncertainties associated with earthquake loading. This paper aims at using dynamic centrifuge modelling to measure hydrodynamic pressures behind both relatively stiff and flexible model dams. Comparisons of the experimental data with theoretical hydrodynamic pressures show that Westergaard's equation gives a conservative estimation of hydrodynamic pressures. Comparison with Chopra's method revealed that it underpredicts hydrodynamic pressures for low reservoir depths but gives reasonably good predictions for higher depths of reservoir. It is concluded that dynamic centrifuge modelling may be an effective experimental method to estimate the hydrodynamic pressures acting on a dam. © 2010 Thomas Telford Ltd.

Challenges to effective fishing and preferred fishing gear in a hydrodynamic freshwater system

Challenges to fishing and preferred gear of multiple used Lake, whose water depth is controlled by opening of its dam gate were investigated. Geographic survey, interview and focused group discussion of fishermen were used to assess factors influencing effectiveness of fishing and the preferred gear of Asejire Lake. Water usage (s) such as frequency of Complete and Partial Opening of Dams Gate (CODG and PODG) were investigated as indices for hydrodynamic condition. Response during focused group discussion with about 33% of fishermen of the Lake were obtained on sources of disturbance to effective fishing (SDEF), most effective gear (MEG)- least environmentally perturbed gear, comparability of catch structure of preferred gear to conventional gear and sustainability of superiority of preferred gears in situations outside hydrodynamic condition (SSPPG). The PODG occurred 1-7times/Month-dry season, 15-18times/Month-wet season; CODG occurred 1-2times/Month in both season; Interval of CODG was 3-17 and 5-12days (dry and wet season). It affected set-net and catch. The SDEF were gear availability, weather condition, dam’s gate opening, religion activities and Health of fisher-folks. 50% respondents accepted opening of dams gate as most important disturbance while religion was least (5% respondents accepted). 60% respondents accepted traps as MEG being the least affected while 75% respondents accepted Gura cage trap as the MEG among traps.90% respondents accepted that among traps, its catch structure was closest (comparable) to conventional gear. However, 75% respondents rejected SSPPG. Opening of dams’ gate creates hydrodynamic condition and it affects fishing. Gura trap was preferred for fishing hydrodynamic condition.