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1.
针对如何表征枯水期季节性特征、优化分期消落水位来指导水库群消落调度的科学问题,该研究提出了考虑生态流量约束的梯级水库分期消落水位多目标优化调度模型。以金沙江中下游6座水库与三峡水库为研究对象,综合运用多种数理统计方法划分了流域枯水期;采用逐月滑动计算法推求了梯级水库分期消落水位;以生态和发电效益最大为目标函数,利用NSGA-Ⅱ算法求解了调度模型,得到了不同来水情景下梯级水库枯水期消落调度方案。研究结果表明:不同来水情景下,相较于常规调度方案,选定的优化调度方案可增加梯级水库发电量30.20~52.27亿kW·h(2.3%~5.0%)和供水量83.15~87.14亿m3(5.8%~7.4%),并提高河道生态流量保证率2.6%~22.9%。研究成果为协调梯级水库生态和发电调度提供了技术支撑。  相似文献   

2.
生境模拟法在黑水河鱼类栖息地保护中的应用   总被引:1,自引:0,他引:1  
为了解黑水河鱼类栖息地适宜性状况,研究行之有效的栖息地保护方案,采用基于河道内流量增加法(IFIM)原理的栖息地模拟方法,使用RIVER2D二维水动力学及栖息地模拟软件,以黑水河干流苏家湾水电站坝址至公德房水电站坝址河段为例,进行水动力模拟和鱼类栖息地适宜性模拟,通过加权有效栖息地面积(WUA),分析适宜物理栖息地的数量、质量和分布情况,评估研究河段的鱼类栖息地适宜性状况并探究存在的主要问题。结果显示,公德房库区河段水域面积较大,大部分河段适宜性指数较高,有效栖息地面积较大;减水河段河道内流量较小,大部分河段水深较浅,有效栖息地面积小,需要开展河道生境修复;在此基础上,研究了增加生态流量(坝址处多年平均流量的10%、12.5%、15%)条件下的改善效果,以及固定生态流量(坝址处多年平均流量10%)条件下进行河道整理的改善效果。经比较分析,提出了黑水河生境修复可采取河道整理为主,结合优化生态流量的保护方案。  相似文献   

3.
通过在圆柱形网箱箱体深度的1/2处设置一个中环,将原来的圆形重力式网箱改造成新型自减流低形变网箱(改造后的新型实物网箱周长50 m、中环周长75 m、深8 m)。通过在东海水产研究所内主尺度为90m×6 m×3 m的试验水池对新型自减流低形变模型网箱进行模型试验,研究其箱体内容积和流速的变化。模型试验结果表明,新型网箱的容积保持率明显优于原型网箱,在流速1kn时容积保持率仍能达到90.4%。不同流速下,新型网箱的减流效果比原型网箱提高5.8%~13.9%,内部流速比箱体外界流速减小25.0%~31.2%。该新型网箱可有效降低箱体内的海水流速、提高箱体的容积保持率,为养殖鱼类提供更为良好的生存、生长环境。  相似文献   

4.
杨培学 《畜禽业》2007,(7):19-19
夏秋季节在我县海拔1700m、2200m、2700m3个海拔带进行土杂鸡生态养殖试验,结果是3个海拔带成活率平均98.5%。120日龄平均日增重海拔2700m较海拔1700m、2200m少增重1.0g、0.9g,对120日龄体重进行方差分析,3组差异不显著(P>0.05)。料重比平均为1:3.3,只平获利7.8元,说明夏秋季节土杂鸡在不同海拔带生态养殖,能取得明显效果。  相似文献   

5.
人类大量用水减少河道内流量导致河流断流、水质恶化和生物多样性下降等生态环境问题,如何合理利用河流水资源,在社会经济发展和河流保护之间取得平衡是当前全球面临的重大课题。西方发达国家普遍重视环境保护,在保护河道内流量方面也积累了较为丰富的立法和实践经验。美国科罗拉多州将保护河道内流量纳入该州产权体系,以政府持有河道内流量水权的方式进行保护,在协调人类活动与生态环境保护方面取得了良好的效果。文章简要介绍了科罗拉多州河道内流量保护计划的主要内容及取得的成绩,深入分析了该计划的特点,以期对我国河道内流量保护提供借鉴和参考。  相似文献   

6.
人类大量用水减少河道内流量导致河流断流、水质恶化和生物多样性下降等生态环境问题,如何合理利用河流水资源,在社会经济发展和河流保护之间取得平衡是当前全球面临的重大课题.西方发达国家普遍重视环境保护,在保护河道内流量方面也积累了较为丰富的立法和实践经验.美国科罗拉多州将保护河道内流量纳入该州产权体系,以政府持有河道内流量水权的方式进行保护,在协调人类活动与生态环境保护方面取得了良好的效果.文章简要介绍了科罗拉多州河道内流量保护计划的主要内容及取得的成绩,深入分析了该计划的特点,以期对我国河道内流量保护提供借鉴和参考.  相似文献   

7.
洄游通道的连通性及其水文条件,是制约鱼类正常洄游和产卵繁殖的关键因素,现有的生态流量相关研究更多侧重于产卵场栖息地模拟,忽略了鱼类洄游水流条件的重要性。为了探究流速条件对鱼类洄游上溯的影响,选取体长(55±5)cm的草鱼(Ctenopharyngodon idellus)为实验对象,通过搭建鱼类洄游仿真河道,营造不同的流速工况,观察不同情景方案下实验鱼群上溯洄游情况,并利用模糊逻辑法对鱼类上溯洄游率、平均上溯时间及上溯持续性等实验参数进行综合分析,探索草鱼洄游的适宜流速条件与适应阈值。结果显示,在流速0.20m/s以下时,草鱼基本无上溯行为;流速0.25~0.80m/s,70%样本在15min内完成上溯,但0.25~0.30m/s时,鱼群上溯缺乏明显的持续性;0.90~1.00m/s时,80%以上样本在5min快速完成上溯;流速超过1.1m/s时,上溯成功率明显降低。研究表明,实验草鱼洄游的适宜流速范围是0.40~1.00m/s,而刺激草鱼洄游的最小流速阈值是0.20m/s。相关结果可为河流生态水力学模拟和河流生态修复以及水利工程生态调度提供技术支撑。  相似文献   

8.
探索不同类型河道湿地面积与水文站实测径流量的相关性,为黄河流域生态保护修复和管理工作提供支撑。选择黄河下游花园口-利津河段为研究对象,基于1986、1990、2000、2010和2020年5期遥感解译黄河下游湿地的类型、面积和格局,分析湿地动态变化及原因,结合黄河下游重要水文站实测径流量数据,探索黄河下游不同类型河道湿地面积变化与径流相关性。结果表明:(1)河流水面湿地为黄河下游河段湿地的主要组成部分,占湿地面积的45.9%~65.9%;(2)黄河下游河段的湿地面积从上世纪80年代至今虽然呈现萎缩趋势,面积减少约35.6%,但萎缩速度在不断减缓,湿地面积逐渐趋于稳定;(3)黄河下游游荡型、弯曲型和顺直型河段的湿地面积与径流量的相关性存在差异。游荡型和弯曲型河段河流水面面积与流量均呈正相关关系,但变化幅度不同,顺直型河段河流水面面积受流量的影响较弱,游荡型、弯曲型河段和顺直型河段滩地面积随径流量增大而减少,减少幅度各有差异,3种河段在不超过某一流量下,河流湿地的面积保持稳定,而超出一定流量范围后,湿地总面积均增加。  相似文献   

9.
国内外河流生态修复研究进展   总被引:9,自引:0,他引:9  
随着社会的高速发展,人类活动对河流生态系统造成的不利影响逐渐显现,河流生态修复的理念应运而生.介绍国外河流生态修复理念和工程技术的发展历程,20世纪30年代-20世纪50年代是以污水处理和河流水质保护为主的生态修复理论雏形阶段,20世纪50年代-20世纪80年代是以“近自然河道治理工程学”为主要理论基础的生态修复理论形成阶段,20世纪80年代后河流生态修复的重点拓展为河流生态系统恢复,相关修复实践全面展开.阐述我国河流生态修复的现状及实践,自20世纪90年代我国开始河流生态修复技术的探索,目前在水质净化、生态河堤建设、生态景观设计和新材料应用等科研领域取得了大量成果.提出应该从河流特点、生态学过程、河流流域等方面综合考虑,开展河流生态修复研究.  相似文献   

10.
缺水地区城市河流有流域规模小、季节性断流、生态功能弱、景观效果差等特征和问题,使得其健康评价不同于其他地区城市河流健康评价。为了拓展针对缺水地区城市河流的健康评价方法、理论和实践,丰富缺水城市水系管理、河流生态修复的理论基础,本文以太原市九条城市河流为研究对象,从水文水质、河流形态、生物、社会经济等4方面选取13个指标构建适用于缺水城市的河流健康指标体系,采用层次分析法和集对分析法进行评价。结果表明:九条河流均在过去5年里经历过大规模改造,各河流健康状态较为接近,其中,北排洪渠处于健康状态,风峪沙河处于不健康状态,其余7条河流处于亚健康状态;各河社会经济方面均处于健康状态,生物状况、河流形态多处于亚健康状态,水文水质多处于亚健康和不健康状态。评价结果较好地符合现实情况,水文状况较差是目前的主要问题。当前在河道尺度上开展生态补水是改善河流健康状态的主要手段和可行措施,而实施水源涵养、水资源优化配置、河道近自然恢复、海绵城市建设等流域综合治理修复是维持河流生态健康的治本之策。  相似文献   

11.
Hydrology of inland brackishwater shrimp ponds in Chachoengsao, Thailand   总被引:1,自引:0,他引:1  
This study focuses on a new trend in shrimp aquaculture, the development of brackishwater ponds for Penaeus monodon culture in inland freshwater areas of Thailand’s Central Plain. Water balances were calculated for ponds and reservoirs at an inland shrimp farm in Chachoengsao, Thailand, between May and July 1999. Regulated inflow and outflow were the largest water fluxes, averaging 0.94 and 0.70 cm/day. Other daily average water gains were rainfall (0.52 cm/day) and runoff (1.7 cm/day), and other water losses were evaporation (0.31 cm/day) and seepage (0.52 cm/day). Over an entire crop cycle, of average length 109 days, average water inputs were: initial pond filling (84 cm); regulated inflow (103 cm); rainfall (57 cm); and runoff (3 cm). Average outputs were: regulated outflow (76 cm); seepage (57 cm); evaporation (34 cm); and draining at harvest (87 cm). The main feature of note in the water balance is the large volume of regulated outflow. All regulated outflow and most (82%) of the pondwater drained at harvest went directly to the irrigation canal system. Such large volumes of discharge could have serious environmental implications because small inland waterways have low assimilative capacity and pond effluent is saline. Consumptive water use for 14 inland shrimp ponds and reservoirs averaged 0.83±0.14 cm/day. Consumptive water use was also measured for 11 nearby rice fields, the main land use in the regions where inland shrimp farming is proliferating. Rice paddy water use averaged 0.91±0.17 cm/day. There was no significant difference in the daily consumptive water use of shrimp ponds and rice fields, suggesting that conversion from rice farming to shrimp farming would have little net impact on water availability for irrigation.  相似文献   

12.
大潮差海况条件会对养殖围网设施敷设产生较大影响,会发生网衣堆积严重、易纠缠、贴底网衣离底、网衣撕裂等生产安全事故,因此,网衣防纠缠技术研究非常重要。研究制作了小尺寸围网模型,采用装配横纲、沉力纲、浮力纲的方法设计3种不同的围网网衣沉降和升浮技术方案,进行模拟涨潮、落潮的网衣堆积试验研究。选取网衣堆积较明显的水位(水位分别降低30~60 cm)进行分析。结果显示:水位降低30 cm时,方案C,即采用浮沉力纵向向下递增分布的方法,网衣堆积高度最大,堆积系数最小;当水位降低分别为40 cm、50 cm、60 cm时,也得出同样的结果。研究表明:网衣堆积高度越大,堆积系数越小,网衣能够在更多层面堆积,发生纠缠的可能性越小。实际应用效果证明方案C适合在大潮差海域应用。  相似文献   

13.
为探讨沉积物理化指标、可提取态金属元素浓度等环境因子对沉积物磷空间分异规律的影响,选择洱海入湖河口湿地沉积物为研究对象,分析了无机磷形态在湿地水平和垂直方向的空间分异,讨论了沉积物环境因子的影响。结果表明:(1)洱海入湖河口湿地沉积物总无机磷(TIP)含量变化范围为1360.24~2093.66 mg/kg,其中残渣态磷(RP)含量最高,占比变化范围为62.94%~85.18%,铁/铝结合态磷(Fe/Al-P)和钙结合态磷(Ca-P)含量次之,占比变化范围分别为9.37%~25.97%和0.54%~11.42%,可交换态磷(EP)和水溶态磷(DP)含量最低,占比变化范围分别为0.94%~3.91%和0.22%~0.65%。(2)水平方向上,TIP和各形态磷含量总体上均呈现沿水流方向逐渐递减的规律,其中TIP、EP、Fe/Al-P、Ca-P在出口位置含量稍高于湿地内部;垂直方向上,DP、EP、Fe/Al-P和RP含量在表层富集,随深度增加呈下降趋势,Ca-P含量在表层较低,在中层和底层富集。(3)冗余分析显示,可提取态金属含量最低的Mn对磷形态分布规律(P<0.05)的解释率最高(12.7%);相关性分析显示,可提取态Al、Mn含量、pH和ORP对各磷形态分布的影响程度随深度的增加而加强;而可提取态Ca含量对Ca-P的影响随深度的增加而减弱。  相似文献   

14.
为了探究上覆水类型及流速对养殖池塘底泥耗氧速率(SOD)的影响,在实验室进行6组水池平行实验,实验期为2 d,采用6个装置相同的玻璃缸进行对照实验,分别选取自来水和池塘原水作为上覆水体,在实验过程中利用水泵对上覆水进行循环流动,调节水泵循环流量以得到不同的上覆水流速,并采用2台溶氧仪测定不同实验条件下的上覆水水温和DO浓度,记录每次测量的对应时间点,测量间隔约为30 min。结果表明,当上覆水体为自来水和池塘原水时,在不同的循环流速下,SOD的范围为0.042~0.426 g/(m~2·d)。实验第2天各水池的SOD值较第1天均有一定下降,说明SOD随着水体中DO降低也相应减小,表明SOD与DO浓度有显著相关性。当上覆水处于静止状态时,其类型对SOD值有较大的影响,池塘原水在第1天和第2天的SOD值分别为0.426 g/(m~2·d)和0.297 g/(m~2·d),而自来水在第1天和第2天的SOD值均为0.258 g/(m~2·d),与上覆水体为自来水相比,有机物质含量高的池塘原水在第1天和第2天的SOD值分别高出65.12%和15.12%;当上覆水处于流动状态时,池塘原水的SOD为0.042~0.237 g/(m~2·d),自来水的SOD为0.045~0.252 g/(m~2·d),增幅仅为5.9%~15.0%,表明在此条件下上覆水体类型对实验水池的SOD值影响不显著。SOD与上覆水流速存在一定的相关性,对应最小的SOD值有一个流速较低值。  相似文献   

15.
研究洞庭湖水文泥沙参数间的相关性,分析泥沙的冲於演变规律,为正确评价洞庭湖的淤积特性和江湖淤积的有效治理提供理论支撑。基于湘潭站等9座重要水文站2002-2016年间的水文泥沙监测资料,系统梳理洞庭湖水系的水沙特性及水文泥沙参数间的相关性。研究表明:松滋西河、澧水和洞庭湖2016年的年径流量相比2002年增大0.3%~16.2%,其他河道降低2.9%~34.2%;资水的泥沙中值粒径2002-2016年降低57.1%,其他河道增大26.7%~300%;资水和洞庭湖2016年的年均含沙量、年输沙量相比2002年分别增大21.5%~22.2%、5.7%~40.6%,其他河道分别降低13.6%~82.9%、6.7%~88.8%;参数间相关性由强到弱排序为年均含沙量-年输沙量、年径流量-年输沙量、年径流量-年均含沙量、年均含沙量-中值粒径、年输沙量-中值粒径、年径流量-中值粒径;东、南洞庭湖入湖泥沙量和淤积量在时序上分别下降29.9%、144.73%,出湖泥沙量、排沙比分别增大55.72%、113.7%;西洞庭湖入湖泥沙量、出湖泥沙量、淤积量、排沙比在时序上降低24.06%~88.24%。三峡水库蓄水拦沙的作用降低了洞庭湖的入湖沙量、淤积量,增大了排沙量和排沙比,有利于洞庭湖寿命的延长。  相似文献   

16.
Water budgets were calculated for embankment fish ponds located in the dry tropics. Two 5-month studies were conducted at Comayagua, Honduras. Daily pond evaporation averaged 0·55 ± 0·22 and 0·64 ± 0·17 cm during studies 1 and 2, respectively. Pond evaporation was 14·5% greater during study 2. Significantly greater pond evaporation was measured during the 3 driest months compared to the 3 rainiest months. Mean daily seepage ranged from 0·11 to 0·43 cm and from 0·06 to 0·60 cm during studies 1 and 2, respectively. Total rainfall during study 1 exceeded that during study 2 by 43%. Regulated inflow water was required every month to replace water losses to pond evaporation and seepage. Pond evaporation accounted for 70% of total water loss during both studies, while seepage accounted for the remaining water loss. Rain accounted for 45·5 and 21·8% of gains during studies 1 and 2, respectively. Regulated inflow water accounted for 52·8 and 77·9% of the respective gains.  相似文献   

17.
为研究高密度养殖系统沉积物微生物群落结构垂直变化规律以及与其对应深度的环境因子的关系,实验选取了华南地区高密度养殖的典型模式——杂交鳢养殖模式,使用PCR-DGGE技术分析了养殖围隔不同深度(0~50 cm)沉积物中的微生物群落结构,同时使用透析装置采集对应沉积物的原位间隙水,并使用微量分光光度法测定间隙水中理化指标,从而探讨高密度养殖系统微生物群落结构垂直变化规律及其与沉积物间隙水理化因子的关系。结果显示,①不同深度的养殖围隔沉积物微生物群落结构通过聚类分析可分3个差异显著的类群:上层(0~6 cm)、中层(7~38 cm)和深层(39~50 cm),其中中层微生物多样性最为丰富。②DGGE电泳共获得46个条带,其中中层条带最多,深层沉积物条带最少。主要微生物类群归属于拟杆菌门、变形菌门、厚壁菌门、疣微菌门和浮霉菌门。③测定的沉积物间隙水中离子,NO_3~--N、SO_4~(2-)-S和Fe~(2+)在沉积物中垂直分布均匀,无明显梯度变化;而NH_4~+-N、NO_2~--N和PO_4~(3-)-P浓度变化较大。NH_4~+-N浓度随深度增加而逐渐增加,在15~18 cm后趋于稳定,为10.98~77.87 mg/L,PO_4~(3-)-P浓度随深度增加而减少,在9~10 cm后趋于稳定,为0.01~0.14 mg/L。④微生物群落结构与理化因子的相关性分析结果表明,NH_4~+-N和PO_4~(3-)-P为影响微生物群落结构垂直分布最大的理化因子组合,其中NH_4~+-N对微生物群落结构垂直分布的影响稍大于PO_4~(3-)-P。NH_4~+-N、PO_4~(3-)-P为影响微生物群落结构的主要理化因子,是杂交鳢养殖系统环境调控的主要控制指标。  相似文献   

18.
The culture of salmonids in the marine environment has led to concern regarding eutrophication of the water column and sediment from uneaten feed. This study used measurement of mass loss and change in carbon and nitrogen content of feed to quantify material lost from waste feed as a function of physical and biological variables. A laboratory flume was used to measure changes in cooked–extruded salmon feed pellets as a function of pellet size (6.5 and 12.0 mm in diameter), residence time in seawater (0, 24, 48, 72 and 120 h), and flow speed (0, 9.3 and 22.2 cm s?1). The influence of sediment on pellet degradation was also determined. Loss of pellet mass increased with water flow velocity. Smaller pellets eroded faster than larger pellets, losing 32% (6.5 mm) and 21% (12.0 mm) of their mass after 120 h in seawater. The presence of sediment during preconditioning increased the percentage mass loss of the small pellets only. The presence of sediment also resulted in a greater percentage loss of carbon, but not nitrogen, relative to non‐sediment samples. These results allow quantitative assessment of the dynamics of feed pellets in the marine environment with respect to prediction of impact from salmon culture.  相似文献   

19.
Drop-fill water management schemes for aquacultural ponds reduce both groundwater use and effluent release. A drop-fill scheme assumes that pond water level will be allowed to decrease to the “drop” depth before makeup water is used to return it to the “fill” depth, which is typically some fraction (e.g., 1/2) of the drop depth. This paper compares predicted performance of drop-fill schemes at five sites in the Southeast U.S. (Thompsons, TX, Stuttgart, AR, Stoneville, MS, Clemson, SC, and Fairhope, AL). The locations were chosen to assess the effect of the east–west precipitation gradient and the south–north change from maritime to continental characteristics on the drop-fill approach in this region.

Performance of the drop-fill schemes was based on calculated daily water balances for ponds using 40-year (1961–2000) precipitation (P) and evaporation (E) records at the sites. Pond evaporation is assumed to be 0.8 × pan evaporation. Since performance differences based on regional P minus E (P−E) records was the subject of this work, ponds were assumed identical in other respects (i.e., all ponds were assumed to be levee-type and to have zero infiltration).

Simulated drop-fill schemes tested included (in cm): 0/0, 5/2.5, 10/5, 15/7.5, 20/10, 25/12.5, 30/15, 45/22.5, 60/30, 90/45, and 120/60. Each scheme was simulated using daily time steps for 40 years at each site. Results suggested that rigorous adherence to even a modest drop-fill scheme results in substantial reductions in both groundwater use and effluent release. It also appears that P−E conditions at all sites allow implementation of more aggressive drop-fill schemes in properly designed ponds that will require no supplemental groundwater for most years. This was also true with respect to effluent release at three of five sites. At two sites, precipitation was sufficiently large that zero effluent years were either not predicted (Fairhope) or relatively uncommon (Clemson) for any drop-fill scheme.  相似文献   


20.
The health of the pond environment in shrimp farming is important for sustainable and profitable aquaculture, in which sediment–water interface is the most important influencing area. With this objective, the key parameters of water and sediment at the interface was studied in shrimp ponds with varying salinities and compared with the surface water and soil to understand the variations and the underlying causes. Total ammonia nitrogen and total alkalinity were higher in water at the interface as compared to surface water, whereas pH, nitrite, oxide forms of nitrogen (NO3), phosphorus (PO4) and oxidizing bacteria were observed to be lower. There was no significant difference with respect to macrominerals such as sodium, potassium, calcium and magnesium between water at the interface and surface. These changes are profoundly influenced by the uppermost 1.0‐cm thick sediment layer, where the maximum transition of nutrients takes place with the water column. The outcome of the study highlights the effectiveness of water sampling for metabolites at the interface, which reflects at an early stage any potential deterioration of pond environment, which will help the farmer to initiate timely mitigation measures.  相似文献   

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