全双工射频识别技术的过鱼效果监测与分析

全双工射频识别系统(RFID)相较于半双工具有操作简便、数据传输方便等优势,国外广泛应用于鱼道过鱼效果评价。针对而国内相关研究较少的现状,以植有PIT标签的仿野生齐口裂腹鱼(Schizothorax prenanti)识别与否作为评判系统监测效率高低的依据,定量分析鱼体入射角度、鱼体入射范围、鱼体长大小和游泳速度对全双工射频识别系统监测效率的影响,以接收到监测数据作为因变量,构建Logistic回归模型,利用AIC模型准则筛选出最优的Logistic回归模型。结果表明,游泳速度(P=0.001)和鱼体长大小(P=0.03)与系统成功监测概率呈负相关。鱼体入射角度(0°～90°)对系统监测效率的影响不显著(P0.05);鱼体入射范围0～10 cm的监测效率显著高于入射20～30 cm和30～40 cm(P0.05)。为进一步提高鱼道监测效率,建议在开展实际鱼道工程监测前,应掌握鱼类基础参数(如体长)和行为(如游泳速度)数据,合理布置天线位置,将有助于为监测评估后的鱼道优化设计提供技术支撑和数据参考。     

连江西牛鱼道运行效果的初步研究

鱼道建设被认为是有效缓解水坝阻隔鱼类洄游的重要方法之一，而鱼道效果监测是评价其功能的重要环节。连江西牛鱼道是广东省第一座建立在水坝主体上的过鱼通道，为了解其运行效果，采用张网法和截堵法，２０１２年３－８月共６次对西牛鱼道的过鱼效果进行监测。研究表明，西牛鱼道共监测到鱼类３目、８科、３０属、３８种，以银鮈（Squalidus argentatus）、乐山小鳔鮈（Microphysogobio kiatingensis）、子陵吻鰕虎（Rhinogobit giurinus）等小型鱼类为优势类群。进入鱼道的鱼类呈现昼夜差异，上午集鱼效果要显著优于其他时间段；不同季节集鱼的种类和数量呈现较大差别，３－８月集鱼数量逐渐减少，集鱼种类数以５月最多。与国内外其他鱼道的过鱼效果比较，西牛鱼道能较好地发挥其功能。     

我国过鱼设施现状分析及鱼道适宜性管理的关键问题

水电开发对于洄游性鱼类产生的负面影响最为直接，阻碍了其繁殖、索饵以及越冬等生命行为。在调查的25个水电项目中，有17个采取了鱼类保护措施，其中采取增殖放流措施的占82.4%，仅有1个项目修建了鱼道。介绍了“莱茵河-2000计划”和哥伦比亚河鱼道建设及运行效果。鱼道不单纯是洄游性鱼类的通道，更是实现大坝上下游物质与能量循环的生态廊道。国内开展鱼道适应性管理的关键问题是：建立鱼道长效运行与保障机制，对鱼道过鱼进行长效监测以及研究鱼道过鱼效果评价方法。     

一种鱼道进口诱鱼结构装置的试验研究

常规鱼道的研究和设计大多侧重于其内部结构和水流条件等方面,对鱼道进口位置布置及结构优化的研究相对较少,往往存在鱼类发现并进入鱼道较为困难的情况。通过建立鱼道进口设计的生态水力学指标,提出了某项目集诱鱼进口所需要满足的流速范围为0.47～1.30 m/s,将鱼类游泳能力与鱼道进口流态指标相结合,用标准三维κ-ε模型数值模拟的方式,对以往鱼道进口位置的选择原则进行了验证,提出了一种可控流量、流速的新型诱鱼补水装置,对鱼道进口结构进行优化。该诱鱼补水装置利用局部水流落差,上游发电下泄水流进行诱鱼补水,避免采用自库区压力管道引水而产生的消能问题,降低了鱼道运行的成本;同时降低机组满发或发电流量较高时河段内的流速,可达到灵活调控诱鱼水流进而诱导鱼类进入鱼道完成洄游的效果,最终完成鱼道进口的优化,提高过鱼效果。     

长洲水利枢纽鱼道功能的初步研究

鱼道是解决水坝阻隔鱼类上溯的重要途径之一，过鱼效果的监测是其科学运行的重要环节。２011年和2012年４－６月对试运行阶段的长洲水利枢纽鱼道进行了监测采样；共计采集到鱼类３０种，主要优势种类为银飘鱼（Pseudolaubuca sinensis）、餐（Hemiculter leucisclus）、瓦氏黄颡鱼（Pelteobagrus fulvidraco）、赤眼鳟（Spualiobarbus curriculus）、鲮（Cirrhinus molitorella）、日本鳗鲡（Anguill japonica），青鱼（Mylopharyngodon piceus）、草鱼（Ctenopharyngodon idellus）、鲢（Hypophthalmichthys）、鳙（Aristichthys mobilis）也有出现；体长6０～870ｍｍ的个体可以通过鱼道上溯；鱼道中鲢体重达1.５ｋｇ，鲤（Cyprinus carpio）、鲶（Schilbe intermedius）体重达到2.８ｋｇ，采集到最大规格的种类为鳡（Elopichthys bambusa），体长达870ｍｍ，体重7061ｇ。监测数据表明，长洲水利枢纽鱼道具有较好的过鱼功能，但监测中未采集到西江重要的洄游性鱼类广东鲂（Megalobrama hoffmanni）。从不同批次监测到的鱼类种类组成及规格上分析，鱼道运行效果明显受水文变化的影响，其运行及效果监测需要充分考虑水文状况及西江鱼类的生态习性。     

峡江鱼道过鱼效果初步评价

鱼道是解决拦河筑坝阻隔鱼类洄游的重要手段之一。为了满足兴建峡江水利枢纽工程后洄游鱼类上溯的要求,保护赣江水生生态环境的完整性,减缓工程对鱼类种群遗传交流的影响,针对峡江水利枢纽实际情况制定了鱼道过鱼方式。鱼道采用垂直竖缝式结构设计,由上游鱼道(出口段)、坝体过鱼孔口、下游主、副鱼道(进口段)、集鱼系统及连接段组成,设计主要过鱼季节为4—7月,流速0.7～1.2 m/s。采用仪器监测与人工观察相结合的方式对峡江鱼道过鱼效果进行了初步监测。监测结果显示:2017年监测到过鱼总数67.8万尾,其中上行占41.67%;期间共监测到22种鱼类,共计4目、7科、18属,以小型鱼类为主,如贝氏■(Hemiculter bleekeri)、三角鲂(Megalobrama terminalis)、银鲴(Xenocypris argentea)、银鮈(Squalidus argentatus);不同季节过鱼数量不同,其中以二季度最多,占总数49.17%,过鱼数量以7月最多;过鱼数量昼夜差别大,以上午10:00至下午16:00是过鱼数量最多;与国内其他鱼道相比,峡江鱼道过鱼数量较多,过鱼效果显著。     

流溪河水厂坝丹尼尔式鱼道运行效果初探

为检验流溪河水厂坝建立的丹尼尔式鱼道试点工程效果,在2015-2016年鱼道主要过鱼时段4-10月,利用张网法逐日监测。结果显示,鱼道取样共采集鱼类906尾,隶属于3目、8科、32属、34种,体长范围5～74cm,优势种为尼罗罗非鱼(Tilapia niloticus)(数量比51.10%)、歺又鱼(Hemiculter leucisculus)(16.23%)、唇鱼骨(Hemibarbus labeo)(8.17%)、银鮈(Squalidus argentatus)(6.73%)、东方墨头鱼(Garra orientalis)(1.55%),以定居型鱼类为主,未见河口洄游性鱼类。水温与上游水位是影响鱼类种类时间分布的主要环境因素。聚类分析表明,6月过鱼群体的种类和数量独成一类,与其他月份鱼类群体最不相似。虽然Shannon多样性指数在5月和6月分别为2.068和1.719,但总体偏低(1.451±0.535),而Margalef丰富度指数差别较小,表明不同鱼类对鱼道入口的感应存在种间差异,推测是由工程全段翻滚闸门下泄水流导致鱼道入口不易发现所致。研究表明,丹尼尔式鱼道试点工程效果较好,为该河段的绝大部分鱼类提供了上溯通道,对流溪河构建整体过鱼设施体系起到了良好的示范作用,有助于流溪河生态系统的健康与恢复。     

与鱼道设计相关的鱼类游泳行为研究

在鱼类生境遭受破坏，渔业资源日益减少的今天，修建鱼道等过鱼设施已成为减缓水利工程建设所致不利影响的重要举措。纵观世界各国，早期的鱼道建设往往因为缺乏对鱼类的了解而最终成为摆设。我国的鱼道建设起步晚，其再度兴起需要更可靠的生物学信息。鱼类的游泳能力及行为关系着鱼道设计的各个方面，决定着设计的成败。文章针对鱼道设计，综述了国内外几十年来鱼类游泳行为的研究成果。鱼类的游泳速度可分为三类，即持续游泳速度，耐久游泳速度和突进游泳速度，其中与鱼道设计密切相关的是后两者。影响鱼类游泳速度的因素既有生物个体因素也有环境因素，主要包括摆尾频率、体长、疲劳时间、温度及耗氧量等。文章最后简述了鱼类行为学在鱼道设计中的应用。我国针对过鱼设施建设的鱼类行为学研究极少，总结国外的研究方法和经验成果可为我国的过鱼设施建设提供生物学基础，促进该领域的发展。     

基于计算机视觉技术的水产养殖中鱼类行为识别与量化研究进展

鱼类行为与水体环境密切相关,是鱼类生活状况的直接体现,可以通过分析鱼类行为进行更为精准的养殖管理和操作。计算机视觉技术为鱼类行为识别和量化提供了一种非入侵式且稳定性较好的方法,已逐渐广泛用于鱼类行为研究。本文介绍了计算机视觉技术的技术流程,包括图像采集、预处理、运动目标检测与跟踪,并对各个流程进行分类;综述了计算机视觉技术在鱼类游泳、摄食和体色变化等行为识别、量化研究的现状;分析了计算机视觉技术在鱼类行为识别、量化方面的难点及存在的问题,以期为计算机视觉技术在水产养殖监测领域的发展提供参考依据。     

浅议我国鱼道运行管理存在的问题及对策-以洣水洋塘鱼道为例

鱼道作为能够有效联通闸、坝上下游水流，为鱼类提供上溯、下行通道的有效途径，一直以来被作为水利水电工程建设鱼类保护的重要措施采用，但由于认识、经费、运行管理等多方面因素，其过鱼效果及发挥的作用难以被肯定。本文在综述国内外鱼道运行管理体制现状基础上，以洣水洋塘鱼道为例，分析总结了该鱼道兴衰历程，提出我国鱼道运行管理应提升对过鱼设施建设必要性的认知度、捋顺管理机制体制、建立生态补偿机制的对策与建议，力求能够为鱼道这项鱼类保护措施的建设与发展提供支持。     

Biological effectiveness of an inexpensive nature‐like fishway for passage of warmwater fish in a small Ontario stream

Few studies have been conducted to evaluate the effectiveness of nature‐like fishways, particularly in low gradient warmwater streams with diverse fish communities. We evaluated a nature‐like fishway that was installed to facilitate upstream passage at a low head dam on Indian Creek near Spencerville, Ontario, Canada. A passive integrated transponder (PIT) array was used to quantify attraction and passage efficiency for 391 PIT tagged warmwater fish, represented by seven species. Attraction efficiency for the three most common species, common shiner (Luxilus cornutus), creek chub (Semotilus atromaculatus) and white sucker (Catostomus commersonii), was 63.3%, 83.7% and 65.6%, respectively, and passage efficiencies were 5.1%, 38.4% and 25%, respectively. Creek chub were able to locate the fishway in less time than white sucker and common shiner; however, took longer to successfully pass. Manipulation of creek chub release locations was used to separate issues of attraction and passage and revealed that passage efficiency was highest (76.2%) for those released within the fishway and intermediate for those released at the entrance (42.1%). This multispecies fishway improved stream connectivity, but additional work is needed to fine tune its configuration. Similar projects that engage stakeholders in nature‐like fishway construction are a promising approach for the thousands of small dams that occur on low gradient streams around the globe, but those studies should incorporate a biological evaluation to ensure that attraction and passage efficiency are optimised.     

Use of a vertical-slot fishway by galaxiids in Western Australia

Abstract –  The Goodga River Fishway is the first vertical-slot fishway in Western Australia and was opened in April 2003 with the aim of increasing the habitat available to two galaxiids; the trout minnow ( Galaxias truttaceus ), a highly restricted freshwater fish species in Western Australia, and the widespread common jollytail ( Galaxias maculatus ). The fishway was designed to function during low flows to coincide with the upstream spawning migration of G. truttaceus . Prior to the opening of the fishway, no fish were found above the Goodga River gauging station (weir), which is approximately 2 km upstream of the river's entrance to Moates Lake. Fish migrations were monitored in each season between April 2003 and February 2005. Galaxias truttaceus utilised the fishway in all sampling periods. Adult fish migrated up the fishway prior to spawning, while large numbers of new recruits (small juveniles) negotiated the fishway during November 2003 and 2004. More G. truttaceus and G. maculatus were captured on the fishway during daylight hours compared with the night; however, larger G. truttaceus were more commonly captured at night whereas G. maculatus on the fishway were larger during the day. The fact that fishway utilisation by G. maculatus was consistent during all samples and new recruits migrated during periods of low flow demonstrates the importance of understanding the migration patterns of the target species when designing fishways.     

The future of fish passage science,engineering, and practice

Much effort has been devoted to developing, constructing and refining fish passage facilities to enable target species to pass barriers on fluvial systems, and yet, fishway science, engineering and practice remain imperfect. In this review, 17 experts from different fish passage research fields (i.e., biology, ecology, physiology, ecohydraulics, engineering) and from different continents (i.e., North and South America, Europe, Africa, Australia) identified knowledge gaps and provided a roadmap for research priorities and technical developments. Once dominated by an engineering‐focused approach, fishway science today involves a wide range of disciplines from fish behaviour to socioeconomics to complex modelling of passage prioritization options in river networks. River barrier impacts on fish migration and dispersal are currently better understood than historically, but basic ecological knowledge underpinning the need for effective fish passage in many regions of the world, including in biodiversity hotspots (e.g., equatorial Africa, South‐East Asia), remains largely unknown. Designing efficient fishways, with minimal passage delay and post‐passage impacts, requires adaptive management and continued innovation. While the use of fishways in river restoration demands a transition towards fish passage at the community scale, advances in selective fishways are also needed to manage invasive fish colonization. Because of the erroneous view in some literature and communities of practice that fish passage is largely a proven technology, improved international collaboration, information sharing, method standardization and multidisciplinary training are needed. Further development of regional expertise is needed in South America, Asia and Africa where hydropower dams are currently being planned and constructed.     

A quantitative assessment of fish passage efficiency

In an attempt to restore the connectivity of fragmented river habitats, a variety of passage facilities have been installed at river barriers. Despite the cost of building these structures, there has been no quantitative evaluation of their overall success at restoring fish passage. We reviewed articles from 1960 to 2011, extracted data from 65 papers on fish passage efficiency, size and species of fish, and fishway characteristics to determine the best predictors of fishway efficiency. Because data were scarce for fishes other than salmonids (order Salmoniformes), we combined data for all non‐salmonids for our analysis. On average, downstream passage efficiency was 68.5%, slightly higher than upstream passage efficiency of 41.7%, and neither differed across the geographical regions of study. Salmonids were more successful than non‐salmonids in passing upstream (61.7 vs. 21.1%) and downstream (74.6 vs. 39.6%) through fish passage facilities. Passage efficiency differed significantly between types of fishways; pool and weir, pool and slot and natural fishways had the highest efficiencies, whereas Denil and fish locks/elevators had the lowest. Upstream passage efficiency decreased significantly with fishway slope, but increased with fishway length, and water velocity. An information‐theoretic analysis indicated that the best predictors of fish passage efficiency were order of fish (i.e. salmonids > non‐salmonids), type of fishway and length of fishway. Overall, the low efficiency of passage facilities indicated that most need to be improved to sufficiently mitigate habitat fragmentation for the complete fish community across a range of environmental conditions.     

Fish‐Net: Probabilistic models for fishway planning,design and monitoring to support environmentally sustainable hydropower

The construction of fishways for upstream and downstream connectivity is the preferred mitigation measure for hydropower dams and other riverine barriers. Yet empirical evidence for effective design criteria for many species is missing. We therefore assembled a group of international fishway designers and combined their knowledge with available empirical data using a formal expert elicitation protocol and Bayesian networks. The expert elicitation method we use minimizes biases typically associated with such approaches. Demonstrating our application with a case‐study on the temperate Southern Hemisphere, we use the resulting probabilistic models to predict the following, given alternative design parameters: (i) the effectiveness of technical fishways for upstream movement of migratory fish; (ii) habitat quality in nature‐like bypasses for resident fish; and (iii) rates of mortality during downstream passage of all fish through turbines and spillways. The Fish Passage Network (Fish‐Net) predicts that fishways for native species could be near 0% or near 100% efficient depending on their design, suggesting great scope for adequate mitigation. Sensitivity analyses revealed the most important parameters as follows: (i) design of attraction and entrance features of technical fishways for upstream migration; (ii) habitat preferences of resident fish in nature‐like bypasses; and (iii) susceptibility of fish to barotrauma and blade strike during turbine passage. Numerical modelling predicted that mortality rates of small‐bodied fish (50–100 mm TL) due to blade strike may be higher for Kaplan than Francis turbines. Our findings can be used to support environmentally sustainable decisions in the planning, design and monitoring stages of hydropower development.     

异侧布置竖缝式鱼道紊流结构试验研究

鱼道是辅助鱼类克服障碍物,实现产卵洄游、索饵洄游和越冬洄游的通道。全球目前已建鱼道中,鱼类能够溯游通过的鱼道尚不足50%,大多数鱼道的水力设计仅考虑平均流速,忽略了鱼道内的紊流结构,探究鱼道的水力特性尤其是紊流结构,对改进其设计具有重要的指导意义。通过在大比尺水槽模型中试验研究异侧布置竖缝式鱼道的紊流结构,利用声学多普勒测速仪(ADV)实测竖缝式水池内每一点的三维瞬时流速,剖析流场的三维时均流速分布、流动特征、旋涡特性、纵向和横向紊动强度分布、不同水平面的雷诺应力分布等,考虑了两种典型流量(Q1=20.62 L/s,Q2=30.75 L/s)和3个特征水平面(h/3,h/2和2h/3),提出了三维流速分布的半理论半经验公式、流场矢量图及各点的旋度,并与自由壁面射流进行比较。结果表明,异侧布置竖缝式鱼道前半池内纵向流速具有壁面射流的特征,后半池由于受下游隔板的阻挡则偏离壁面射流规律;水池内存在顺时针方向的水平旋涡,其旋度随流量的增大而增强;前半池壁面射流区的紊动强度存在峰值区,后半池的紊动强度峰值区由水槽左侧移至右侧;壁面射流区的雷诺应力变幅较大,而在旋涡区则较小,有利于洄游鱼类在鱼道上溯和歇息。     

Upstream passage of fish through a vertical-slot fishway in an Australian subtropical river

The effectiveness of a vertical-slot fishway on the Burnett River barrage for facilitating migration of fish was assessed. In 100 samples taken at the top and bottom of the fishway, over 52 000 fish representing 34 species were collected at a maximum rate of 4500 fish per day. In contrast, less than 2000 fish ascended the original pool-and-weir fishway in 128, 24 h samples at the top between 1984 and 1987. Juvenile size classes dominated the abundance of many species in the present study and fish between 24 and 930 mm in length ascended the vertical-slot fishway. However, passage of small fish was restricted and for new fishways on tidal barriers a further reduction in head loss between pools is recommended. Importantly, the width of the vertical-slots was too small for effective upstream passage of large Queensland lungfish, Neoceratodus forsteri (Krefft). The greatest diversity of fish species was found during low river flows. The findings suggest that vertical-slot fishways with wide pools and low turbulence pass a diverse range of fish fauna present in subtropical coastal rivers.     

Behaviour of adult Pacific lamprey in near‐field flow and fishway design experiments

Abstract An experimental fishway was used to examine adult Pacific lamprey, Lampetra tridentata (Gairdner), behaviour in a series of attraction and passage‐performance tests. Among all experiments, lamprey oriented to the fishway floor and walls and were attracted to both ambient and concentrated flow. When confronted with high‐velocity areas (vertical‐slot and submerged‐orifice weirs), many lamprey failed to pass upstream. However, lamprey were able to find and take advantage of low‐velocity refuges when they were provided. Lamprey climbed shallow‐ and steep‐angled ramps when attraction cues were sufficient and other passage routes were restricted. The combined results demonstrated the passage challenges that fishways designed and operated for salmonids present to non‐salmonid species. They also highlight the importance of evaluating trade‐offs between fishway attraction and passage efficiency. The experiments were integrated with tagging studies and development of lamprey‐specific passage structures, a research combination that provided an effective template for fishway performance evaluations.     

双侧竖缝式鱼道水力特性研究

研究分析不同水池长宽比条件下双侧竖缝式鱼道的水池流场结构及其水力学指标,为双侧竖缝式鱼道布置参数的优化选择提供技术依据。基于单侧竖缝式鱼道体型参数的研究成果,选取导板长度与水池宽度之比为0.25、竖缝宽度与水池宽度之比为0.15、导向角度为45°作为研究的基本体型;鱼道来流边界设置为压力进口,上游水深设置为2 m,出流边界设置为压力出口,下游水深设置为2 m;模型顶部设置为压力进口,进口压强为1.01×105Pa,边墙设置为固壁边界。采用三维数值模拟的方法研究分析了水池长宽比分别为4∶8、5∶8、5.5∶8、5.75∶8、6∶8、6.5∶8、7∶8、8∶8、9∶8的条件下双侧竖缝式鱼道的水池流场结构及其水力学指标。在不同水池长宽比条件下,鱼道常规水池内存在3种典型流场结构,其主流轨迹线、主流流速沿程衰减规律以及回流区分布等水力学指标均有不同,典型长宽比取值区间分别为4∶8~5.5∶8、5.75∶8~6.5∶8及7∶8~9∶8;对比发现,长宽比在5.75∶8~6.5∶8区间范围时,主流区宽度相对较大,水池空间利用较为充分,沿程流速衰减情况也较好,回流区主要分布于主流两侧且大小适中。初步认为长宽比5.75∶8~6.5∶8的水池流场结构较为合理。