Ocean discharge of treated sewage and digested sludge has been a common practice for the disposal of municipal and industrial wastewaters for years. Since the particles in the discharge cause much of the adverse effect on the marine environment, the transport processes and the final destinations of particles and the associated pollutants have to be studied to evaluate the environmental impact and the feasibility of disposal processes. The settling velocity of particles and the possible coagulation inside the. discharge plume are among the most important factors that control the transport of particles. ududA holographic camera system was developed to study the settling characteristics of sewage and sludge particles in seawater after simulated plume mixing with possible coagulation. Particles were first mixed and diluted in a laboratory reactor, which was designed to simulate the mixing conditions inside a rising plume by varying the particle concentration and turbulent shear rate according to predetermined scenarios. Samples were then withdrawn from the reactor at different times for size and settling velocity measurements. Artificial seawater without suspended particles was used for dilution. ududAn in-line laser holographic technique was employed to measure the size distributions and the settling velocities of the particles. Doubly exposed holograms were used to record the images of particles for the fall velocity measurement. Images of individual particles were reconstructed and displayed on a video monitor. The images were then digitized by computer for calculating the equivalent diameter, the position of the centroid, the deviations along the principal axes, and the orientation of particles. A special analysis procedure was developed to eliminate sampling biases in the computation of cumulative frequency distributions. The principal advantages of this new technique over the conventional settling column (used in the early part of this research) are that: (1) the coagulation and settling processes can be uncoupled by use of extremely small concentrations (less than 2 mg/l) in the holographic sample cell, and (2) the individual particle sizes and shapes can be observed for correlation with measured fall velocities. ududFour sets of experiments were conducted with blended primary/secondary effluent from the County Sanitation Districts of Los Angeles County and the digested primary sludge from the County Sanitation Districts of Orange County (proposed deep ocean outfall) using different mixing processes. Experimental results show that the sludge and effluent particles have very similar settling characteristics, and that particle coagulation is small under the simulated plume mixing conditions used in these experiments. The median and 90-percentile fall velocities and the fractions of particles with fall velocities larger than 0.01 cm/sec of the digested primary sludge and the effluent are summarized in the following table. The experimental results from the conventional settling column are also included for comparison. In general, the holographic technique indicates slower settling velocities than all the previous investigations by other procedures.
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机译:多年以来,处理过的污水和消化的污泥的海洋排放一直是处理市政和工业废水的普遍做法。由于排放物中的颗粒会对海洋环境造成很大的不利影响,因此必须研究颗粒及其相关污染物的运输过程以及最终目的地,以评估环境影响和处置过程的可行性。颗粒的沉降速度和内部可能的凝结。羽流是控制颗粒传输的最重要因素之一。 ud ud开发了全息照相系统,用于研究模拟羽流混合并可能凝结后海水中污水和污泥颗粒的沉降特性。首先将颗粒混合并在实验室反应器中稀释,该反应器旨在根据预定方案通过改变颗粒浓度和湍流剪切速率来模拟上升羽流内部的混合条件。然后在不同的时间从反应器中取出样品以进行尺寸和沉降速度的测量。使用没有悬浮颗粒的人造海水进行稀释。 ud ud采用在线激光全息技术来测量颗粒的尺寸分布和沉降速度。使用双重曝光的全息图记录用于下降速度测量的粒子图像。单个颗粒的图像被重建并显示在视频监视器上。然后通过计算机将图像数字化,以计算等效直径,质心的位置,沿主轴的偏差以及粒子的方向。开发了一种特殊的分析程序来消除累积频率分布计算中的采样偏差。这项新技术相对于常规沉降柱(在本研究的早期使用)的主要优点是:(1)凝结和沉降过程可以通过使用极低的浓度(小于2 mg / l)来分离。在全息样品池中,(2)可以观察到各个粒径和形状,以与测得的下降速度相关。 ud ud使用不同的混合工艺,对洛杉矶县县卫生区的主要/次要废水混合液和橙县县卫生区的消化后的主要污泥(拟议深海排污)进行了四组实验。实验结果表明,污泥和废水颗粒具有非常相似的沉降特性,并且在这些实验中使用的模拟羽流混合条件下,颗粒的凝结很小。下表总结了中值下降速度和90%下降速度,以及下降速度大于0.01 cm / sec的已消化初级污泥和流出物的分数。常规沉降塔的实验结果也包括在内以进行比较。通常,全息技术显示的沉降速度要比以前其他方法进行的调查慢。
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