锅炉改造项目环境影响评价实证分析

本文以锅炉“煤改气”项目为例,在项目施工期、运营期产生的环境影响进行评价,并提出相应的环境保护措施。为环保部门和企业管理提供理论依据,并为锅炉改造类项目污染预防治理提供实践经验,最大限度降低项目建设对周围环境的不利影响,推动“煤改气”项目的可持续发展。     

Simple removal of dioxins by injecting combustion gas into water

A simple, low-cost method for suppression of dioxins/furans (hereinafter referred to as dioxins) is required because many middle- and, especially, small-scale incinerators have fallen into disuse or have been dismantled because of the high running and system costs of measures for the suppression of dioxins. Therefore, the purpose of the present study was to develop a simple removal method for dioxins from combustion gas and to evaluate the basic removal rate of dioxins. The removal method for suspended matter in a gas mixture (cold model) and dioxins in exhaust gases (hot model) has been investigated by means of gas injection into water, the mechanism of which is that the suspended matter in the gas gathers at the gas–liquid interface. In the cold model, the removal ratio of fine particles (R_P) by gas injection into water was reproduced well by the following equation: R_P (%) = 100 × {1−exp(−0.8 · S_S · t_C)}, where S_S (cm²/cm³) is the specific surface area of bubbles and t_C (s) is the residence time of bubbles in water. The removal ratio of fine particles increased as the product S_s · t_C increased. In a hot model using the exhaust gas from combustion experiments of polyvinyl chloride, the removal ratio of dioxins (R_D) by injecting the exhaust gas into water was estimated by the following equation: R_D (%) = 100 × {1−exp(−0.8 · S_S · t_C · C_D0 ^0.07)}, where C_D0 [ng/cm³ (at standard temperature and pressure)] is the dioxins concentration in the exhaust gas before injection into water. R_D depends greatly on the specific surface area of bubbles and the residence time of the bubbles in water, and only weakly on the dioxins concentration in the exhaust gas. Injection of the exhaust gas into water has been shown to be effective and was evaluated as a simple method for the removal of dioxins from exhaust gas.     

微捕集技术在气相色谱分析空气中苯系物的应用

微捕集实际上是一种动态顶空技术。微捕集技术通常处理小体积的样品,应用小流量气体吹扫和小尺寸吸附管捕集,与仪器在线联接成一体的直接进样分析方法,不需要柱前冷聚焦和柱前分流的过程。该技术具有较好的应用前景。     

A GEOGRAPHIC INFORMATION SYSTEM PROCEDURE TO QUANTIFY DRAINAGE-BASIN CHARACTERISTICS1

ABSTRACT: The Basin Characteristics System (BCS) has been developed to quantify characteristics of a drainage basin. The first of four main BCS processing steps creates four geographic information system (GIS) digital maps representing the drainage divide, the drainage network, elevation contours, and the basin length. The drainage divide and basin length are manually digitized from 1:250,000-scale topographic maps. The drainage network is extracted using GIS software from 1:100,000-scale digital line graph data. The elevation contours are generated using GIS software from 1:250,000-scale digital elevation model data. The second and third steps use software developed to assign attributes to specific features in three of the four digital maps and analyze the four maps to quantify 24 morphometric basin characteristics. The fourth step quantifies two climatic characteristics from digitized State maps of precipitation data. Compared to manual methods of measurement, the BCS provides a reduction in the time required to quantify the 26 basin characteristics. Comparison tests indicate the BCS measurements are not significantly different from manual topographic-map measurements for 11 of 12 primary drainage-basin characteristics. Tests indicate the BCS significantly underestimates basin slope. Comparison-measurement differences for basin slope, main channel slope, and basin relief appear to be due to limitations in the digital elevation model data.     

ESTIMATING AQUIFER PARAMETERS FROM A HORIZONTAL WELL PUMPING TEST IN AN UNCONFINED AQUIFER1

ABSTRACT: A pumping test on a phreatic glacial till aquifer was performed near Ames, Iowa, in November 1990. The head in a horizontal well was pumped down rapidly and then held constant for the duration of the 30-hour test. Throughout the test, the flow rate at the pumped well and the head at an adjacent vertical observation well were recorded. The pumping test data were used to determine the hydraulic conductivity and specific yield of the aquifer. The results indicate a hydraulic conductivity of 2.23 × 10^?5 cm/s and a representative specific yield of 0.03. Hydraulic conductivity was calculated by a simple integration of Darcy's Law after extrapolating the data to steady state. Specific yield was determined by use of several methods from the literature and a new method proposed by the author. The results show that specific yield increases with time, and that each method is within an order of magnitude of the others.     

FARM-LEVEL MANAGEMENT OF DEEP PERCOLATION EMISSIONS IN IRRIGATED AGRICULTURE1

ABSTRACT: Source control costs for deep percolation emissions from irrigated agriculture are analyzed using a farm-level model. Crop area, irrigation system and applied water are chosen to maximize the net benefits of agricultural production while accounting for the environmental damages and disposal costs of those emissions. Deep percolation is progressively reduced as environmental and disposal costs are increased. This occurs primarily through the adoption of more efficient irrigation technology and reductions in applied water for a given technology Higher surface water prices, such as through irrigation reform and constrained surface supplies, are additionally considered in light of the drainage problem, as are the effects, both short- and long-term, on ground water use.     

河套灌区沉积物中抗生素抗性基因的分布研究

抗生素抗性基因(Antibiotic resistance genes, ARGs)作为一种新型污染物已经成为国内外研究的热点.为了探究河套灌区不同排水渠(3N、3S、5N、5S和7N)沉积物中ARGs的分布情况,采用定量PCR测定了沉积物中ARGs、整合酶基因(intⅠ1和intⅡ2)和转座酶基因(tnpA)的丰度.结果表明,36种ARGs中检测到31种,在各样地中均能检测到intⅠ1和tnpA基因,而intⅡ2基因未检测到.在各样地中,tetA、tetS、sulⅠ和aadA1基因丰度较高;在5N样地ereA基因丰度最高,为1.65×10~9 copies·g~(-1);15种ARGs在7N样地与其它样地之间有显著差异,其中,aadA1基因在7N样地丰度最高,为1.37×10~9 copies·g~(-1).氮含量与sulIII、ereB、bla_(ampC)基因丰度显著正相关,而pH与tetX、tetO和tetM基因丰度呈负相关关系.综上所述,抗生素抗性基因广泛存在于河套灌区的沉积物中.     

分流制系统雨水管网混接旱天排放污染特征研究

分流制排水系统中,雨水管网混接污水在旱天直排河道,造成河道水质恶化.本文以上海市某混接分流制排水系统(3.74 km~2)为研究对象,通过开展雨水管网旱天排放水质监测(SS、COD、BOD_5、NH_3-N、TN等),以及雨水管网旱天污染输移质量平衡分析,研究了混接雨水管网旱天排放污染特征.结果表明:①雨水管网旱天排放分为重力流排放和雨水泵开启排放两种情况,重力流排放水质与混接水量水质和河水倒灌相关,雨水泵开启排放水质与混接水量水质、管道淤泥冲刷和河水倒灌相关.②当旱天前期雨水泵不开泵时间小于2 d时,河水倒灌会对重力流排放和雨水泵站排放水质造成明显影响.③随着前期不开泵时间增加,管道淤积程度越发严重;雨水泵排放COD、BOD_5、SS浓度与前期不开泵时间满足指数关系.④旱天重力流排放期间的管道底泥淤积量大于泵站排放期间的淤泥冲刷量,年度尺度上57%的淤积底泥通过旱天雨水泵开启排出,其余43%的淤积底泥在雨天随雨水泵排出,从而进一步加重了河道雨天污染.     

酸性矿山废水对沉积物真核微生物群落的影响

对受酸性矿山废水污染的橫石河上游到下游水体和沉积物中理化参数以及沉积物中真核微生物的多样性进行系统调查,使用斯皮尔曼相关性分析和典范对应分析（CCA）甄别真核微生物群落的主要环境胁迫因子.结果表明：橫石河中真核微生物优势种群为真菌门（Fungi）（4.51%~86.69%）、绿藻门（Chlorophyta）（0.61%~77.36%）和纤毛虫门（Ciliophora）（0.81%~34.91%）.沉积物中真核微生物群落Alpha多样性随酸性矿山废水污染梯度降低而逐渐升高.与原核微生物群落不同,酸性矿山废水环境沉积物中真核微生物群落结构的变化主要受硫酸根和电导率的影响.     

基于ASTER GDEM的延河流域水系提取及面积高程积分研究

以延河流域为例,基于ASTER GDEM,采用图解建模方法提取河网进行面积高程积分分析.结果表明,汇流阈值越大,河道数目、河道总长和河网密度均呈现持续下降趋势;当汇流阈值为6200时,河网密度为0.28,趋于平稳;不同汇流阈值产生的河网形态各有差异,阈值越大,生成河网越稀疏,反之越密集.面积高程积分HI分析结果表明,延河大多区域处于发育壮年期,处于发育幼年期、壮年期和老年期面积分别约占总面积的0.4％、98.2％和1.4％.