单级活性污泥过程数学模型ASM2D参数的灵敏度分析

利用单级活性污泥模拟流程对ASM2D参数的灵敏度进行了研究,发现在67个化学计量系数及动力学常数中,有22个参数需在应用中进行校核．该项研究结果为ASM2D实际应用中减少需校核参数的个数提供了依据．     

UniTank工艺流程中磷酸盐浓度的非稳态特征

利用ASM2D数学模型对上海石洞口污水厂UniTank工艺流程中磷酸盐浓度进行了仿真研究,发现该流程中磷酸盐浓度具有非稳态特征.增加反应器的曝气强度,会增加UniTank流程边池的硝态氮浓度,弱化边池的厌氧释磷,相应增加出水中磷酸盐含量.     

高温堆肥中微生物的生长特征及动力学建模

对高温好氧堆肥中微生物的生长特征和动力学进行了研究，发现微生物的生长受温度影响很大，随温度变化呈波动性变化．同时，基于Logistic模型和Malthus模型，对微生物生长进行分析，得到了描述堆肥过程中的微生物生长动力学模型和模型参数．用实验数据与模型计算值进行验证比较，模型计算与实验结果拟合良好，模型正确地反映了高温好氧堆肥中微生物的生长过程及其动力学机制．图3表1参12     

生态系统动态模拟—STELLA系统介绍应用

模拟模型是生态系统研究中常常用到的研究分析方法，本文通过介绍ＳＴＥＬＬＡ系统，阐述了生态系统模拟模型的基本组成要素，建立模型的过程和步骤，以及模拟模型的作用和意义。同时与系统动力学模型作了简单的对比，并虚拟一个农业生态系统事例，完成了利用ＳＴＥＬＬＡ建立模拟模型的整个过程。     

特定小流域水质模型的选择

根据特定小流域的水文特点和实际要求，建立一个流域综合水质模型，它由三个子模型支持，即：河流水质模型、水库富养营化模型和非点源污染模型。本工作对河流水质模型（ＱＵＡＬ２ＥＵ）加以改进，使之适应Ｗ河的具体情况，并在ＱＵＡＬ２ＥＵ增加了模拟ＣＯＤ、网箱养鱼和底泥泛起的功能。完成了作了水源地的水库地的水库富营养化模型，解决了流域内农业耕作、污水灌溉等造成的非点源污染随降雨径流进入水体过程的模拟和计算，使之     

3S与在线监测技术在环境模型研究中的应用

结合环境信息系统的研究现状和研究实例，首先分析了3S和在线监测技术与环境模型研究结合的必要性，并分析指出了3S、在线监测技术在环境模型研究中潜在的应用范围，然后剖析了3S技术与环境模型研究结合的三阶水平，最后介绍了3S在环境规划模型研究中的理想结合框架。     

机动车污染物排放量计算模型的应用

概要介绍了MOBILE 5b模型的组成、功能，介绍了该模型在世行贷款项目中的应用，并对该模型在公路交通改善项目环境影响评价的实用价值进行了分析。     

城市绿地系统效益评价模型的构建与应用

从城市绿地建设水平偏低的原因分析入手，认为不具备成熟的城市绿地系统效益评价体系是主要原因。运用层次分析法，构建了城市绿地系统效益评价模型，对模型各组成部分进行了详细阐释。以模型对西安市绿地建设的影响为例，介绍了该模型的作用。最后，对模型的应用效果进行了总结，认为基于AHP法的城市绿地系统效益评价模型可有效解决城市绿地系统效益评价问题。     

概率稀释模型及其在污染物总量控制中的应用

本文简要介绍了概率稀释模型的理论基础及其改进方法，以肥城市康汇河为例，应用该模型确定了河流污染物各总量控制方案下的水质目标及其达标率，阐明了该模型在水体污染物总量控制中的应用。     

火炬松浆材建筑材林经营模型系统的研究

根据火炬松样地资料，建立火炬松林分生长模型、结构模型、商品材产量预估模型、营林措施(含间伐、施肥、整地、抚育等)效应模型及营林效益评估模型，构成火炬松纸浆材与建筑材林经营的模型系统，为火炬松纸浆材与建筑材林定向培育和优化决策提供了系列模型．     

A comprehensive simulation approach for pollutant bio-transformation in the gravity sewer

A comprehensive pollutant transformation model for sewer systems is established. The model comprises fermentation, sulfate reduction and ammonification processes. Biochemical reactions related to distinct carbon sources are depicted in the model. Pollutant transformation is attributed to different biochemical reaction processes. Presently, several activated sludge models (ASMs) have been developed to describe a few biochemical processes. However, the commonly used ASM neither clearly describe the migratory transformation characteristics of fermentation nor depict the relationship between the carbon source and biochemical reactions. In addition, these models also do not describe both ammonification and the integrated metabolic processes in sewage transportation. In view of these limitations, we developed a new and comprehensive model that introduces anaerobic fermentation into the ASM and simulates the process of sulfate reduction, ammonification, hydrolysis, acidogenesis and methanogenesis in a gravity sewer. The model correctly predicts the transformation of organics including proteins, lipids, polysaccharides, etc. The simulation results show that the degradation of organics easily generates acetic acid in the sewer system and the high yield of acetic acid is closely linked to methanogenic metabolism. Moreover, propionic acid is the crucial substrate for sulfate reduction and ammonification tends to be affected by the concentration of amino acids. Our model provides a promising tool for simulating and predicting outcomes in response to variations in wastewater quality in sewers.     

3D model for a secondary facultative pond

This paper describes a comprehensive model of wastewater treatment in secondary facultative ponds, which combines 3D hydrodynamics with a mechanistic water quality model. The hydrodynamics are based on the Navier-Stokes equation for incompressible fluids under shallow water and Boussinesq assumptions capturing the flow dynamics along length, breadth and depth of the pond. The water quality sub model is based on the Activated Sludge Model (ASM) concept, describing COD and nutrient removal as function of bacterial growth following Monod kinetics, except for Escherichia coli removal, which was modelled as first order decay. The model was implemented in the Delft3D software and was used to evaluate the effect of wind and the addition of baffles on the water flow pattern, temperature profiles in the pond and treatment efficiency. In contrast to earlier models reported in the literature, our simulation results did not show any significant improvement in COD removal (based on the ASM concept) with addition of baffles or under intermittent wind-induced mixing. However, E. coli removal efficiency, based on a first order decay approach, showed a fair improvement in the presence of baffles or intermittent wind-induced mixing. Furthermore, simulations with continuous wind effect showed a decrease in removal efficiency for COD but a further increase in E. coli removal efficiency. Such contrasting results for two different approaches in modelling could indicate that the first order decay concept might not be appropriate to describe all the interactions between biochemical processes in a pond. However, these interpretations remain theoretical, as the model needs validation with field data.     

Modification of the activated sludge model for chemical dosage

Full-scale experiments have been carried out to adapt the activated sludge model ASM2d to include the influence of metal dosage (Fe³⁺ and Al³⁺) for phosphorus removal. Phosphorus removal rates, nitrification rates, as well as pH and sludge settling performance, were evaluated as functions of the metal dosages. Furthermore, models relating certain parameters to the dosage of chemicals have been derived. Corresponding parameters in the ASM2d and the secondary settler models, included in the Benchmark Simulation Model No 1 (BSM1), have been modified to take the metal influence into consideration. Based on the effluent limits and penalty policy of China, an equivalent evaluation method was derived for the total cost assessment. A large number of 300-day steady-state and 14-day open-loop dynamic simulations were performed to demonstrate the difference in behavior between the original and the modified BSM1. The results show that 1) both in low and high mole concentrations, Fe³⁺ addition results in a higher phosphorus removal rate than Al³⁺; 2) the sludge settling velocity will increase due to the metal addition; 3) the respiration rate of the activated sludge is decreased more by the dosage of Al³⁺ than Fe³⁺; 4) the inhibition of Al³⁺ on the nitrification rate is stronger than that of Fe³⁺; 5) the total operating cost will reach the minimum point for smaller dosages of Fe³⁺, but always increase with Al³⁺ addition.     

Simulation of long-term nutrient removal in a full-scale closed-loop bioreactor for sewage treatment: an example of Bayesian inference

In this study, the performance of nitrogen and phosphorus removal in a full-scale closed-loop bioreactor (oxidation ditch) system was simulated using the ASM2d model. Routine data describing the process for two years were compiled for calibration and validation. To overcome the identifiability problem, the classic Bayesian inference approach was utilized for parameter estimation. The calibrated model could describe the long-term trend of nutrient removal and short-term variations of the process performance, showing that the Bayesian method was a reliable and useful tool for the parameter estimation of the activated sludge models. The anoxic phosphate uptake by polyphosphate accumulating organisms (PAO) contributed 71.2% of the total Poly-P storage, which reveals the dominance of denitrifying phosphorus removal process under the oxygen limiting conditions. It was found that 58.7% of the anoxic Poly-P storage and denitrification by PAO in the reactor was achieved in the aerated compartment, implying that the PAO’s anoxic activity was significantly stimulated by the low dissolved oxygen (DO) level in this compartment due to the oxygen gradient caused by brush aerator.     

有机化合物厌氧生物降解性的测定和预测

测定有机物厌氧生物降解性的方法包括非特性参数和特性参数测定法。本文着重介绍有机物厌氧生物降解性的筛选测定法，以基团贡献法为基础，不外加其它理化参数的有机物结构与生物降解性关系的预测已经由简单的线性模型发展至专家系统和人工神经网络模型，并显示出极好的应用前景。     

东北红豆杉植物地理学研究

总结了东北红豆杉的地理分布概况和分布区特点，绘制了分布图，以在我国境内分布区域的主导气象因子构成指示指标组建立了东北红豆杉自然地理分布模型，并通过实例证明了该模型的有效性。     

浏河引排水对城厢镇水质影响的数值计算

城厢镇地表水水源的污染特点在很大程度上取决于浏河闸的运行启闭情况,对通过引排水方案来改善滞流期恶劣的水质状况.文中首先用一维Saint—Venant方程组及CBOD—NBOD—DO联偶反应方程组分别建立水量及水质模式,通过有限差分法数值求解.利用1990年11月5日开闸排水期间水量与水质同步监测资料进行验证,结果表明,模式能够满足水质规划的要求.本文对水质的动态变化规律进行评价,认为只要合理组合引排方案,就能达到改善城厢镇地表水源水质的目的.