SURFACE WATER RESOURCES OF ST. JOHNS RIVER,FLORIDA1

ABSTRACT: The St. Johns River basin is the largest watershed entirely within the State of Florida, and is one of the few northward flowing rivers in the United States. The river basin contains 11,431 square miles, of which 9,430 square miles are drained by the river and its tributaries. The remainder drains into the Atlantic Ocean or the Intracoastal Waterway. Its largest sub-basin is the Oklawaha River basin, which has a drainage area of 2,870 square miles. Ground elevations range from sea level to 200 feet above mean sea level in the main river basin and as high as 300 feet above mean sea level in the Oklawaha River basin. This study was designed to investigate the surface water resources of the St. Johns River and the existing consumptive uses. The analysis revealed that the river is an extremely large and valuable resource which has been under-utilized and could play a much stronger role in serving the needs of the people in the basin.     

WATER QUALITY MODELING IN THE UPPER REACHES OF THE CHOWAN RIVER1

ABSTRACT: The Chowan River system consists of three rivers in southeast Virginia that form two confluences before flowing into Albermarle Sound in North Carolina. A computer program was written to simulate flows through the river system to determine flow rates, velocities, and depths. The output of the flow program was input into a second program that calculated the concentrations of BOD₅, COD, DO, and four nitrogen parameters (organic, ammonia, nitrite-nitrate and algal-N). Measured field data were used to calibrate the model. The effect of reducing the concentration of nutrients from overland runoff on algal concentrations at the mouth of the river was studied. The program was also run to simulate the water quality of the watershed in a primitive condition, in which the watershed was assumed to consist only of forests. The results of the computer program indicate that the major changes in the water quality of the river are simulated satisfactorily. The program can be used to assess the impact of any management scheme to improve water quality.     

不同洗脱剂对有机氯农药污染场地土壤修复效果比较

为了筛选出能有效修复有机氯农药污染土壤的洗脱剂,选取了16种洗脱剂对2种复合有机氯农药(六六六(HCHs)和滴滴涕(DDTs)、氯丹和灭蚁灵)污染场地土壤进行超声洗脱修复。结果表明,对于HCHs和DDTs复合污染土壤,乙酸乙酯和丙酮对HCHs的洗脱率最高,分别为87.6%和87%,其余有机溶剂对其洗脱率也在70%以上。乙酸乙酯和丙酮对于DDT仍为最优,分别为86.9%与78.4%,其余有机试剂对DDT的洗脱率在60%以上。相对于有机溶剂,表面活性剂对HCHs和DDTs复合污染土壤的洗脱效果不好,总洗脱率均低于4%。同样,对于氯丹和灭蚁灵复合污染土壤,有机溶剂的洗脱效果也明显优于表面活性剂。有机溶剂对灭蚁灵的洗脱率,除了正丙醇较低(63.5%)外,其余均在80%左右。对氯丹的洗脱率,除石油醚(59.6%)、正己烷(49.3%)和正丙醇(42%),其余均在70%以上。相同摩尔浓度的表面活性剂中,吐温80对氯丹的洗脱率为54%,环糊精为20%,鼠李糖脂和曲拉通100为13%左右,其余则小于5%,吐温80对灭蚁灵的洗脱率为29.6%,曲拉通100的为12.4%,鼠李糖脂为5.7%,其余则更低。因此,高效低毒的有机试剂,如乙酸乙酯、丙酮和乙醇等可作为有机氯农药污染土壤修复的首选。     

黄土高原丘陵沟壑区坡面-沟道系统中的高含沙水流(Ⅰ)--地貌因素与重力侵蚀的影响

以黄河中游多沙粗沙区子洲径流站和离石王家沟试验站的径流场观测资料为基础,对黄土高原丘陵沟壑区坡沟系统中高含沙水流特征与地貌因素及重力侵蚀的关系进行了研究.研究结果表明,黄土坡面的地貌垂直结构和由此所决定的侵蚀作用垂直分异,对坡面高含沙水流的形成有很大的影响,高含沙水流形成于峁坡下部和沟坡,并在各级沟道中进一步发展.坡度对高含沙水流的形成有较大影响,如果侵蚀过程以溅蚀、面蚀、细沟侵蚀为主,不发生切沟及显著的重力侵蚀,则存在着一个坡度临界值,大于此值后,含沙量反而减小.重力侵蚀对坡沟系统高含沙水流的形成起着十分重要的作用,由于强烈的重力侵蚀的参与,高含沙水流的沙峰滞后于洪峰,落水阶段的含沙量常常大于同流量下涨水阶段的含沙量.     

黄土高原丘陵沟壑区坡面-沟道系统中的高含沙水流(Ⅱ)--泥沙存储-释放及降雨、径流特征的影响

以黄河中游多沙粗沙区子洲径流站和离石王家沟试验站的径流场观测资料为基础，对黄土高原丘陵沟壑区坡沟系统中高含沙水流特征进行了研究。研究表明，在坡面-沟道系统中，存在着泥沙的存贮-释放机制，这一机制与非高含沙水流和高含沙水流不同的输沙行为有关。当水流为非高含沙水流时，来自坡面和悬移质泥沙中的粗粒部分可在沟道中发生沉积；当为高含沙水流时，前期沉积的粗粒泥沙将因沟道高含沙水流强烈的侵蚀搬运作用而发生释放。降雨对坡沟系统高含沙水流的形成关系密切。在冲沟次降雨最大含沙量与雨强的关系中，表现出两个临界值。超过第一个临界值以后，含沙量急剧增大；超过第二个临界值之后，则出现极限含沙量，即含沙量不再随雨强的增大而增大。     

流场状态对渡槽槽体结构风载体形系数的影响

对矩形和U形渡槽槽体在均匀流场和湍流场中各取不同的高宽比进行了风洞试验,分别测量了槽内有水和无水两种情况下槽体各个部位的风压系数,进而算得了渡槽结构的风载体型系数.试验结果表明,湍流对渡槽槽体结构风载体形系数有显著影响,研究成果可为渡槽结构的抗风设计提供参考依据.     

The design of water markets when instream flows have value

The main objective of this paper is to design and test a decentralized exchange mechanism that generates the location-specific pricing necessary to achieve efficient allocations in the presence of instream flow values. Although a market-oriented approach has the potential to improve upon traditional command and control regulations, questions remain about how these rights-based institutions can be implemented such that the potential gains from liberalized trade can be realized. This article uses laboratory experiments to test three different water market institutions designed to incorporate instream flow values into the allocation mechanism through active participation of an environmental trader. The smart, computer-coordinated market described herein offers the potential to significantly reduce coordination problems and transaction costs associated with finding mutually beneficial trades that satisfy environmental constraints. We find that direct environmental participation in the market can achieve highly efficient and stable outcomes, although the potential does exist for the environmental agent to influence outcomes.     

Finding Common Ground: How Advocacy Coalitions Succeed in Protecting Environmental Flows1

Abstract: This paper reviews several recent case studies in which states or countries have strengthened their protection of environmental flows to explore the key policy, stakeholder, and scientific elements that contributed to these advances in water management. A conceptual framework is developed to describe the actions of interest groups and individuals, how environmental flow issues get onto the formal agenda of decision makers, the events and conditions which precipitate this attention, the role of science and scientific uncertainty, and how interactions and dialog among individuals and groups with different interests lead to changes in state and national statutes. In general, the review found that changing policies is a result of actions of informed groups of interested parties using science and information to inform both the public and decision makers about the need for action and about the specific action needed. In almost all cases, environmental flow issues make it onto the formal agenda of institutions through one or more precipitating events, often legal challenges that call into question the existing legal framework for water management. Significantly, in almost all cases the engagement between advocacy coalitions with different and often opposing views results in reframing the issues to provide a common approach or solution upon which the competing coalitions can agree.     

Internal cycle modeling and environmental assessment of multiple cycle consumer products

Dynamic annual flow models incorporating consumer discard and usage loss and featuring deterministic and stochastic end-of-cycle (EOC) return by the consumer are developed for reused or remanufactured products (multiple cycle products, MCPs), including fast and slow cycling, short and long-lived products. It is shown that internal flows (reuse and overall consumption) increase proportionally to the dimensionless internal cycle factor (ICF) which is related to environmental impact reduction factors. The combined reuse/recycle (or cycle) rate is shown capable for shortcut, albeit effective, monitoring of environmental performance in terms of waste production, virgin material extraction and manufacturing impacts of all MCPs, a task, which physical variables (lifetime, cycling frequency, mean or total number of return trips) and conventional rates, via which environmental policy has been officially implemented (e.g. recycling rate) cannot accomplish. The cycle rate is shown to be an increasing (hyperbolic) function of ICF. The impact of the stochastic EOC return characteristics on total reuse and consumption flows, as well as on eco-performance, is assessed: symmetric EOC return has a small, positive effect on performance compared to deterministic, while early shifted EOC return is more beneficial. In order to be efficient, environmental policy should set higher minimum reuse targets for higher trippage MCPs. The results may serve for monitoring, flow accounting and comparative eco-assessment of MCPs. They may be useful in identifying reachable and efficient reuse/recycle targets for consumer products and in planning return via appropriate labelling and digital coding for enhancing environmental performance, while satisfying consumer demand.