量纲分析对污水近区初始稀释度变化规律的探讨

在上海合流污水二期工程白龙港排放口水力模型试验基础上，根据模型实验的大量数据，采用量纲分析方法对近区初始稀释度的变化规律进行了探讨，得出了描述该区域初始稀释度变化规律的半理论半经验公式，可为实际排海工程的设计提供依据。     

三唑磷农药废水厌氧处理可行性研究

采用厌氧流化率工艺处理在唑磷农药废水，必须降低原水中ＮＨ３－Ｎ含量，调整营养比例，当ＣＯＤ：Ｎ：Ｐ＝（１８０～２００）：５：１时，在中温厌氧消化条件下，ＣＯＤ含量可从４１７０ｍｇ／ｌ，去除率约５０％，沼气产率达到０．２５６ｍ＾３／ｍ＾３．ｄ。因此，把厌氧处理作为好氧处理的预处理单元，能确保整个处理系统出水达标。     

无排泥条件下HRT对膜生物反应器硝化性能的影响及其生物群落结构分析

以无机氨氮废水(NH+4 N,500mg·L-1)为处理对象,在不排泥条件下逐渐缩短膜生物反应器的水力停留时间(HRT,30h～5h),连续运行260d.在反应器内的氨氮容积负荷和污泥负荷分别为1 2kg·(d·L)-1和2 13kg·kg-1·d-1时,氨氮去除率达98 2%以上.当HRT减少至7h时开始出现NH+4 N和NO-2 N的积累.尽管反应器内MLSS随着运行时间的延长在逐步上升,氨氧化菌(AOB)和亚硝酸氧化菌(NOB)的数量分别从HRT10h和15h起开始下降.16SrDNA聚合酶链式反应结合变性梯度凝胶电泳(PCR DGGE)的分析发现反应器内生物多样性随着运行时间的延长而增加,测序结果表明进行氨氧化作用的主要是亚硝化单胞菌属(Nitrosomonassp.),进行亚硝酸氧化的主要是硝化螺菌属(Nitrospirasp.).尽管反应器只进行无机氨氮配水,仍存在大量的异养菌,估计其生长是以胞外分泌产物和细胞裂解产物为基质.     

一种新型复合式生物流化反应器混合特性的研究

对新型蜂窝状断面复合生物流化反应器进行了液体循环速率和水力停留时间分布曲线的测定，实验表明新型反应器具有抗冲击负荷强，接近CSTR反应器的特点，反应器随气量增大、载体投加量减少和进水量减少而更近似于CSTR反应器，通过理论分析，证明了影响液体循环速率的参数主要有气体流量(气含率)、反应器沿程和局部阻力系数以及Ad/Ar，并且得出液体循环速率与反应器高度的0．5次方成正比。     

Determination and discussion hydraulic retention time in membrane bioreactor system

Based on the microorganism kinetic model, the formula for computing hydraulic retention time in a membrane bioreactor system (MBR) is derived. With considering HRT as an evaluation index a combinational approach was used to discuss factors which have an effect on MBR. As a result, the influencing factors were listed in order from strength to weakness as: maximum specific removal rate K, saturation constant Ks, maintenance coefficient m, maximum specific growth rate ,ua and observed yield coefficient Yobs. Moreover, the formula was simplified, whose parameters were experimentally determined in petrochemical wastewater treatment. The simplified formula is θ= 1.1( 1/β -1)(Kｓ S)/KXo , for oetroehemical wastewater treatment K and Ko eaualed 0.185 and 154.2, resoectively.     

A THEORETICAL TRAVEL TIME BASED ON WATERSHED HYPSOMETRY1

ABSTRACT: The time to hydrograph peak of a watershed basin has been found to correlate with various statistical attributes (e.g., skewness and kurtosis) of its hypsometric curve (treated as probability distribution). This paper presents a theoretical travel time that is conceptually analogous to the time to hydrograph peak and can be calculated directly from the hypsometric curve of a watershed basin based on gravity and acceleration. The theoretical travel times for 23 selected watersheds in the United States are found to correlate significantly with their corresponding hypsometric attributes. In addition, the theoretical travel times are consistent with the times of concentration estimated from the Federal Aviation Administration method. Thus, this paper offers a simple theoretical explanation to the empirically identified linkage between time to hydrograph peak and hypsometric attributes. This theoretical travel time can provide an alternative way of characterizing the effects of basin morphometry on hydrologic response.     

PREDICTIVE MODEL FOR NITRATE LOAD IN THE BULL RUN WATERSHED,OREGON1

ABSTRACT: Predictive models for nitrate in four streams in the Bull Run Watershed in the Cascade Mountains of Oregon were developed from a record of 17 years of nitrate samples. The models are time series regression models written in terms of Log(nitrate load). The independent variables are logarithm of 14-day mean daily stream discharge, current day's precipitation, logarithm of the previous day's precipitation, total precipitation for the previous seven days, a hydrograph position variable that indicates rising or falling limb, and average maximum air temperature for the preceding 14 days. The models describe annual cycle and seasonable trends and variations in nitrate load, but are unable to describe large day to day variations like those associated with hydrograph peaks.     

显微构造分析法和包裹体方法在断层研究中的应用

在工程建设中，工地及邻近地区的断层活动性是工程设计的一项重要依据。在总结以往研究的基础上，介绍了显微构造分析法和包裹体方法在断层活动性评价中的国内外最新研究成果。事实表明，这两种方法在工程地质领域具有良好的应用前景。     

孟连,丽江地震前云南天文台时纬残差异常

本文分析了云南天文台光电等高仪自有观测以来的时纬残差异常与云南及其周邻地区大地震的对应关系；并报导了孟连、丽江地震前云南天文台的时纬残差均有明显异常。这再次证明时纬残差的明显异常可为台站周围的强震预测提供可靠信息     

VEGETATION INFLUENCE ON SMALL STREAM SILTATION1

ABSTRACT: A meandering stream channel was simulated in the Hydraulics Laboratory at Colorado State University and a series of tests was conducted using four types of vegetation to evaluate the potential effects of vegetation on sediment deposition and retention in a stream channel. The data collected included average flow velocity, flow depth, length of vegetation, density of vegetation, cross-sectional area of the vegetative stem, wetted perimeter of the vegetative stem, and injection and flushing time. The findings indicated that the vegetation could retain from 30 to 70 percent of the deposited sediments. The ability of vegetation to entrap and retain sediment is related to the length and cross-sectional area of the vegetation. The variables describing the flow and the vegetative properties were combined to form a predictive parameter, the sedimentation factor (S_d) that can be compared with the amount of sediment entrapped by vegetation in a stream system. A relation was developed correlating vegetation length to sediment retention after flushing for flexibility and rigid vegetation.