长江口拦门沙及水下三角洲的动力沉积和演变

分析了长江河口拦门沙和水下三角洲及河口和邻近水域的水系和水团的特征，论述了河口混浊带羽状锋系的分布移动规律，并对河口拦门沙的物理，化学，生物及地质屏障效应作了评估。通过对泥沙分布，沉积率和沉积程序的研究，探明了河口拦门沙及水下三角洲的泥沙交换和演变。根据以上所述，探讨了长江河口深水航道的选址问题，为有关管理部门提供了科学的数据。     

A SIMPLIFIED MODEL FOR PREDICTING DAILY TRANSMISSION LOSSES IN A STREAM CHANNEL1

ABSTRACT: A simplified approach for modeling transmission losses in a stream is presented. A theory relating seepage from a channel with the depth of flow is simplified to a one-parameter relationship. A power relationship is then utilized for the stage-discharge relationship, which is coupled with the seepage relationship. This combined equation is integrated over the channel reach to arrive at a general model for seepage loss through the reach, with one parameter needing calibration. An example is provided showing the development of the relationship and the calibration technique for the parameter. The results are shown, emphasizing the use of the model for simulation of channel transmission losses at low and moderate flow conditions.     

新沂河污水资源化生态工程可行性研究

新沂河污水资源化生态工程是以蔷薇河送清水工程为依托 ,将新沂河北偏泓作为排污专道 ,排污专线可构建成为五级河道稳定塘。其技术路线是控源导流 ,清污分流 ,通过河道稳定塘来自然降解城市污水。本文以科学的预测数据论证了工程的可行性。     

淮河入海水道南泓生态工程规划研究

在“控制导流,清污两制”的战略指导下,借助淮河入海水道的水工设施,利用南泓作为三淮一洪地区城市污水的调度通道和生态处理场所,尾水最终入海。研究表明,南泓生态工程净化能力显著,基本不会对沿线环境卫生、地下水、下游地面水及海口生态构成影响,是淮阴市三淮一洪以至下游滨海、阜宁地区未来污水安全可靠的出路。     

天津城市排污河道沉积物中重金属含量及分布特征

测定了天津大沽排污河沉积物和底部原状土壤中重金属及As、Fe、TN、TP和有机质的含量,采用相对富集系数、相关分析等方法,研究其重金属污染特征.结果表明,沉积物中重金属污染相当严重,底部原状土壤污染较小.Hg、Cd、Zn和Pb富集最严重,Cr、Ni和As富集水平较低,Hg、Cd、Zn和Pb相对富集系数(REF)在沉积物中分别为59.3、25.4、14.5和7.5,在原状土壤中分别为8.44、5.19、6.6和3.3.各沉积物采样点中重金属含量差别较大,变异系数(CV)在74.4%～110.8%之间,津涞公路断面和新城桥2个采样点污染最严重.沉积物的重金属含量与原状土壤的重金属含量之间没有相关性,沉积物中重金属元素之间的相关性也较差;但在底部原状土壤中,Hg、Cd、Zn和Pb之间的相关性强,其与OM和TP的相关性也较强,Cr、Ni和As与OM和TP的相关性差,Hg、Cd、Zn和Pb具有相似的环境地球化学行为,明显受到人类活动的影响.与天津市主要河流相比,大沽排污河沉积物中重金属污染最为严重.     

ADDITION OF SPURS TO STONE TOE PROTECTION FOR WARMWATER FISH HABITAT REHABILITATION1

ABSTRACT: Longitudinal stone toe is one of the most reliable and economically attractive approaches for stabilizing eroding banks in incised channels. However, aquatic habitat provided by stone toe is inferior to that provided by spur dikes. In order to test a design that combined features of stone toe and spurs, eleven stone spurs were placed perpendicular to 170 m of existing stone toe in Goodwin Creek, Mississippi, and willow posts were planted in the sandbar on the opposite bank. Response was evaluated by monitoring fish and habitats in the treated reach and an adjacent comparison reach (willow post planting and standard toe without spurs) for four years. Furthermore, physical habitats within the treated reach were compared with seven reaches protected with standard toe on a single date three years after construction. Overall results indicated that spur addition resulted in modest increases in baseflow stony bankline, water width and pool habitat availability, but had only local effects on depth. These relatively small changes in physical habitat were exaggerated seasonally by beaver dams that appeared during periods of prolonged low flow in late Summer and Autumn. Physical changes were accompanied by shifts in fish species composition away from a run-dwelling assemblage dominated by large numbers of cyprinids and immature centrarchids toward an assemblage containing fewer and larger centrarchids. Biological responses were at least partially due to the effects of temporary beaver dams.     

菊酯类杀虫剂抗性棉铃虫para型钠离子通道基因的部分序列测定与突变

昆虫神经系统para型钠离子通道是菊酯类杀虫剂的主要靶标，对10多种昆虫的研究表明，钠离子通道基因发生点突变与昆虫对菊酯类杀虫剂的抗性密切相关．通过RT-PCR扩增的方法，我们获得了编码溴氰菊酯抗性和敏感品系棉铃虫钠离子通道域Ⅱ-Ⅳ的cDNA片段．核苷酸序列及推导的氨基酸序列分析结果表明，溴氰菊酯抗性品系棉铃虫钠离子通道基因不存在其它昆虫中报道的kdr和super-kdr抗性突变，但是我们发现了一个甲硫氨酸(M)到亮氨酸(L)的新突变，该突变位于域Ⅱ和Ⅲ之间．由于昆虫钠离子通道高度保守，因此，该突变很可能与棉铃虫对溴氰菊酯的抗性有关．另外，通过PCR扩增的方法，克隆了棉铃虫钠离子通道域Ⅱ-Ⅳ的基因片段，该片段全长7334bp，包含有13个外显子和12个内含子，与果蝇和烟蚜夜蛾相比，内含子在基因中的位置基本一致，进一步表明昆虫钠离子通道基因在进化过程中高度保守．图5表1参22     

Performance of pond–wetland complexes as a preliminary processor of drinking water sources

Shijiuyang Constructed Wetland(110 hm~2) is a drinking water source treatment wetland with primary structural units of ponds and plant-bed/ditch systems. The wetland can process about 250,000 tonnes of source water in the Xincheng River every day and supplies raw water for Shijiuyang Drinking Water Plant. Daily data for 28 months indicated that the major water quality indexes of source water had been improved by one grade. The percentage increase for dissolved oxygen and the removal rates of ammonia nitrogen, iron and manganese were 73.63%, 38.86%, 35.64%, and 22.14% respectively. The treatment performance weight of ponds and plant-bed/ditch systems was roughly equal but they treated different pollutants preferentially. Most water quality indexes had better treatment efficacy with increasing temperature and inlet concentrations. These results revealed that the pond–wetland complexes exhibited strong buffering capacity for source water quality improvement. The treatment cost of Shijiuyang Drinking Water Plant was reduced by about 30.3%. Regional rainfall significantly determined the external river water levels and adversely deteriorated the inlet water quality, thus suggesting that the "hidden" diffuse pollution in the multitudinous stream branches as well as their catchments should be the controlling emphases for river source water protection in the future. The combination of pond and plant-bed/ditch systems provides a successful paradigm for drinking water source pretreatment. Three other drinking water source treatment wetlands with ponds and plant-bed/ditch systems are in operation or construction in the stream networks of the Yangtze River Delta and more people will be benefited.     

东湖通道工程施工废水的理化特性与处置对策研究

为认识东湖通道施工废水的基本特性,以不受施工干扰的湖心水样为对照,对东湖通道施工过程中产生的生产、生活废水进行了分析.结果发现,通道施工废水的主要特征是悬浮颗粒物、营养物质、还原性物质等物质的含量高,水体呈碱性;其中,坑道废水悬浮颗粒物多、浊度高;桩机打桩废水悬浮颗粒物多、浊度高、营养物质含量高;搅拌施工废水氧化还原电位高、悬浮颗粒物含量高;材料堆放废水高锰酸盐指数高,生活污水浊度高、营养物质和水中油的含量高,粪大肠杆菌群超标.坑道废水、桩机打桩废水、搅拌施工废水和生活污水均为劣Ⅴ类,材料堆放废水符合Ⅳ类水标准.针对东湖通道施工废水的理化特性,鉴于国家5A级景区对水质的较高要求,建议在施工区构建临时沉淀池、小型氧化塘等设施开展原位污废水处置,确保达标排放,避免影响水生态环境.     

河道型水库岸边污染带特性分析

大型水利枢纽工程的兴建,改变了河流水流条件,也影响了污染物在水体中的稀释、扩散、降解和转化过程,其岸边污染带的影响范围将发生变化.笔者通过对湖南衡阳水源污染事件发生时的水流条件、水质状况的分析,对事件发生的水域进行流场及浓度场模拟计算,研究了河道型水库与天然河流岸边污染带的变化特性,并对已通过环境影响评价,但又易被忽视而引起的环境问题,提出了一些初步看法与认识.