人工快速渗滤复合系统处理洗浴污水的试验研究

针对传统污水快速渗滤土地处理系统水力负荷低，占地面积大的弱点，提出了采用人工砂和天然砂作为渗滤介质建立复合系统的试验方案，并以洗浴污水为研究对象进行了5个月的室内试验研究。结果表明，复合系统具有较高的水力负荷和较好的去污效果，其COD，BOD5，SS和阴离子洗涤剂（以MBAS代表）的平均去除率分别为86.25%,86.75%,98.95%和90.86%。处理出水中COD，BOD5，SS和阴离子洗涤剂的平均浓度分别为17.30,5.84,0.3和0.18mg/l。     

混凝法用于污水处理的实验研究

用混凝法处理洗浴污水，并把处理后的水作为中水回用。影响污水处理效果的因素有混凝剂的种类，混凝剂投加量，水力条件等方面。混凝法处理洗浴废水的最佳条件是：选择比较便宜易得的混凝剂（硫酸铝）采用适宜混凝剂浓度（5％），强化混凝反应强度和时间（强搅拌 较长的反应时间），投加适量的混凝剂（90mg/L)。在最佳试验条件下，可以使处理后的洗浴废水达到中水回用标准和生活杂用水标准。     

污水渗滤土地处理系统中的复氧方式及效果

复氧是困扰人工快渗、构造湿地等污水渗滤土地处理系统已久的问题。国际上目前采用的方法主要有3种：一是采用干湿交替的工作方式进行系统复氧，一是设置通气管对系统内部进行复氧，再一是利用植物的根系对系统内部进行复氧。研究结果表明，干湿交替的工作方式对系统的复氧条件有明显改善，而小水力负荷周期的工作方式对系统的复氧更为有效。通气管的设置通常与间歇性布水工作方式相结合，其效果通常要明显好于单纯采用干湿交替的工作方式。植物根系对系统的复氧，常因植物不同类型面具有不同的氧传输能力，植物根茎所能到达的范围往往决定了系统有效处理部位的大小。     

一种污水资源化新技术——人工快速渗透系统(图片)

人工快速渗透系统(constructed rapid infiltration system),简称CRI系统,是一种新型的污水土地处理技术。该系统的主反应单元是快渗池,池内人工填充一定颗粒级配的天然河砂,并掺入一定量的特殊填料,以干湿交替的方法运转,它既保证有较高的水力负荷,又能满足出水的处理目标,具有建设和运行成本低、处理效果好、管理简单的特点。这是中国地质大学(北京)水资源与环境学院钟佐燊教授所在的研究集体1998年开发的技术。从2001年开始,该研究集体与北京大学深圳研究生院杨小毛老师合作,对该技术进行实用化研究,并应用于实际污水处理工程。通…     

浅析人工湿地对污水处理厂处理后中水的净化作用及问题探讨

人工湿地是人为因素形成的湿地，由水体、基质、水生植被和微生物四个基本组成要素构成的，是一种生态治理污水的方法。皂河人工湿地是西安市为改善皂河入渭口水质而建设的人工湿地。经分析，皂河人工湿地对皂河污水中的主要指标均有明显去除效果，但是，对污水处理厂处理后的中水除氮、磷外，其他指标处理效果不明显。针对人工湿地净水植物随着年份增加，根系逐步板结、生长愈发缓慢、净水能力下降的问题，可以采取调整湿地整体功能、更新净水植物及创新管理运行方式等措施，更好发挥人工湿地的净化作用。     

新型人工快滤组合技术处理氨氮废水的研究

针对南方地区有些小河(溪)地表水氨氮超标严重,通过新型人工快滤组合技术研究,得出新型人工快滤组合最佳处理技术方案。研究结果表明:氨氮的除去率可达80%,处理后出水水质达到《城镇污水处理厂污染物排放标准》(GB18918-2002)一级B标准要求。该技术可推广应用于氨氮超标严重的小河(溪)或分散式农村生活污水处理。     

胜利油田采油污水综合特征及利用评价

胜利油田作为我国石油的重要赋存区,其地热资源也相当丰富。在节能减排的背景下,采油产生的污水由于其相对较高的温度,除了用于回注开采层提高石油采收率,还能用于供暖、洗浴等。通过采集胜利油田济阳坳陷探区19个典型采油联合站分离出的采油污水,分析其水化学组分和微量元素,总结了采油污水的基本水化学特征以及腐蚀性和结垢性趋势。研究结果表明,本次采集的采油污水属于咸水-卤水,矿化度最高可达59.7gL-1,其中锂和锶的含量达到了作为矿水的要求。综合腐蚀性系数和拉申指数评价方法得出采油污水属于强腐蚀性水。结垢性评价结果表明,这些采油污水不会形成碳酸钙垢,也不具备二氧化硅的结垢条件,仅滨南和河口采油厂采油污水有硫酸钙结垢的可能性,综合利用前需要及时预防和处理。采油污水可以用于开采层回注、供暖、洗浴、温室大棚和水产养殖等,一方面可以减少环境污染,另一方面还能改善能源结构,具有良好的社会和经济效益。在综合利用采油污水时,需要考虑其腐蚀性和结垢性,选择合适的预处理方式及管道。     

人工湿地处理污水技术及其在吉林省西部应用的可行性研究

人工湿地是通过模拟自然湿地人为设计建造的，利用基质、植物和微生物这一复合生态系统的物理、化学及生物的协调互用，通过过滤、吸附、共沉淀、离子交换、植物吸附和微生物分解来实现对废水的高效净化。通过对吉林省西部湿地的实地考察，对该地的自然、经济、社会状况等条件加以分析，认为人工湿地处理污水在该地具有可行性，不仅具有处理污水的环保效益，而且具有对湿地盐碱化改良、湿地退化遏制的生态、社会效益，改善土壤的理化性质，以及废水资源化用于灌溉、种植芦苇等经济作物的经济效益。最后还对人工湿地的处理技术提出了一些建议并指出其前景及今后关注聚焦点。     

陕北浅层低渗油田污水处理剂筛选及应用探讨

注水开发是提高陕北浅层低孔特低渗油藏最终采收率和开发效益的主要方式。随着开发工作的开展,油田污水已成为注水开发的主要水源,污水的处理、污水回注和再利用是油田可持续高效发展的关键问题之一。针对南泥湾低渗油藏脱后污水及池塘污水化验结果,通过对絮凝剂、助凝剂、杀菌剂、缓蚀阻垢剂、除氧剂、浮选剂种类及加药量的优选,进行了回注污水处理研究。结果表明：按照所筛选出的各种水处理剂选型及浓度选择混合后,配伍性良好,处理后的污水水质各项指标均达到延长低渗透油藏注入水推荐标准,可满足南泥湾油田特低渗油藏注水开发要求。研究结果可为陕北浅层低渗油田污水处理及注水方案优化提供理论依据。     

人工快渗污水处理系统水力负荷周期的设计

人工快渗(CRI系统)源自快速渗滤污水土地处理系统(RI系统),并沿用了其中的干湿交替工作方式,因此, 水力负荷周期同样也成为CRI系统的重要设计参数,也是系统设计的一大难点。目前CRI系统水力负荷周期的设计,不仅需要根据已有的经验,而且还要通过一段调试运行才能确定,设计过程中缺乏理论依据和设计原则。为此,笔者研究了CRI与RI系统两者之间的差异,充分考虑水力负荷周期调整对CRI系统运行的各方面影响,分别从防止NH4 N穿透和保证系统NH4 N充分硝化两个角度,提出了水力负荷周期中淹水时间和落干时间确定新方法,并通过松岗试验实例进行了初步验证,为今后CRI系统水力负荷周期的设计提供了有效的理论依据和设计原则。     

Imaging of wastewater percolation in heterogeneous soil using electrical resistivity tomography (ERT): a case study at east of Tenth of Ramadan City,Egypt

The objective of this study is to evaluate the effectiveness of DC resistivity surveys for imaging the wastewater percolation around the stabilization ponds in the Tenth of Ramadan City, the desert fringes of East Nile Delta, Egypt. Detailed resistivity surveys, including DC soundings and electrical resistivity tomography (ERT), were carried out along several profiles. Furthermore, synthetic modeling of ERT was designed to optimize the survey configurations and interpretation of the results. A 2D modeling of smoothness-constrained least-squares inversion scheme was applied to delineate the possible wastewater infiltration zones from oxidation ponds. Because the geoelectrical interpretation has a degree of non-uniqueness, the resistivity inversion was constrained using borehole lithological information and soil sample laboratory measurements. The DC inversion results indicate decreasing resistivity down to a depth of 15 m around waste disposal sites. The inferred soil zone close to the oxidation ponds was a mixture of sand, silt and clay. Moreover, the clay minerals were characterized by moderate swelling that could have reduced the vertical infiltration speed, causing wastewater seepage, especially around unlined disposal sites and open surface drains. Accordingly, the medium-to-low resistivity values can be attributed to wastewater leakage in clayey sand soil. Because the area slopes generally toward the northeast, the surface seepage was dominant in the shallow impermeable sandy clay subsoil. Therefore, measuring soil parameters is a complementary method to optimize resistivity interpretation, with potential for mitigating environmental hazards from wastewater leakage around disposal ponds.     

前期土壤含水量对红壤坡面产流产沙特性的影响

利用田间人工模拟降雨试验,研究了前期土壤含水量对两种红壤坡面降雨入渗、产流和产沙特性的影响.结果表明:前期含水量越高,两种土壤都是产流越快,达到稳定径流和入渗的时间越短.低含水量区(干态和稍干),两种土壤的径流系数和入渗率都与降雨时间呈线性关系,并在60 min内达不到稳定.高含水量区(稍湿和湿态),两种土壤的径流系数、入渗率及产沙速率与降雨时间关系都符合Boltzmann(玻耳兹曼)方程;第四纪红粘土发育的红壤稍干态和红砂岩发育的红壤干态下的产沙速率在整个降雨过程中变化不明显,并都维持在较低水平;第四纪红粘土发育的红壤干态和红砂岩发育的红壤稍干态下的产沙速率随着模拟降雨的进行而大致以线性关系增大.土壤前期含水量越高,两种土壤坡地累tk积入渗量都越小,雨水转化为土壤水分的比率亦越小.     

Impacts of wastewater irrigation in arid and semi arid regions: case of Sidi Abid region,Tunisia

Impacts of irrigation with treated wastewater effluents on soils and groundwater aquifer in the vicinity of Sidi Abid Region (Tunisia) are evaluated. The groundwater aquifer was monitored by several piezometers, where monthly water levels were registered and groundwater salinity was evaluated. This resulted in characterizing the spatial and temporal evolution of the hydrochemical and hydrodynamic properties of the aquifer, showing thereby the impact of artificial recharge. Piezometric maps for pre-recharge and post-recharge situations were developed and a comparison study of both piezometric situations was considered. The piezometric evolution map showed a generalized rise of the piezometric level in the vicinity of the irrigation zone. The extent of recharge was shown to increase with time as the groundwater level increase, which was localized in the vicinity of the irrigation area, reached more extended zones. Several groundwater samples were withdrawn from wells and piezometers and analyzed. Examining the corresponding physical and chemical parameters showed an increase in the concentrations of nutrients (28 mg/l for NO₃ and 3.97 mg/l for NH₄) in the groundwater aquifer below the irrigation zone, which confirms again the infiltration of treated wastewater effluents. The evolution of soil salinity was examined through chemical analysis of soil samples. Electric conductivities of soils were generally shown to be less than 4 mS/cm while the irrigation water has an electric conductivity that may reach 6.63 mS/cm. This might be explained by the phenomenon of dilution and the capacity of soils to evacuate salts downward.     

强降雨作用下强风化泥岩降雨入渗特性试验研究

土体降雨入渗特性是实施坡面泥石流和土体滑坡发育过程研究的重要因素。研制了人工降雨土柱入渗试验装置,实施了10、20、30、40、50、60 mm/h共6种降雨强度下强风化泥岩的入渗试验,最长降雨历时105 min。试验结果表明：可将土体入渗过程可分为无压入渗、有压入渗和饱和入渗3阶段,其中土体的入渗率在无压入渗阶段和饱和入渗阶段均随降雨历时增长近似为常数,在有压入渗阶段则快速降低;通过定义降雨作用下土体入渗锋,包括初始入渗锋和终止入渗锋,分析了入渗锋所处位置随降雨强度的变化关系,初始入渗锋和终止入渗锋之间的幅值随降雨强度的增大而变宽;提出了可表征重庆地区侏罗系强风化泥岩入渗过程的土体降雨入渗公式。研究成果对于构建重庆地区降雨诱发型滑坡及坡面泥石流的预测预报模型有积极意义。     

Evaluation of scraping treatments to restore initial infiltration capacity of three artificial recharge projects in central Iran

 A limiting factor in developing artificial recharge of groundwater is clogging of the soil surface and consequent reduction of infiltration rates. In order to evaluate the degree of improving infiltration rates by scraping away various amounts of the upper soil materials, a study was conducted at three artificial recharge sites (Kohrouyeh, Bagh-Sorkh, and Kachak) in Isfahan Province, central Iran. Five treatments (T1–T5) were considered. Infiltration was measured: T1, on deposited sediment layer; T2, after removing the sediments; T3, scraping of sediments and 5 cm of soil; T4, scraping of sediments and 10 cm of soil; and T5, removing sediments and 15 cm of soil. Initial soil-moisture content of the sites ranged from 1.0–2.87% for Kohrouyeh, 1.18–3.47% for Bagh-Sorkh, and 1.89–3.93% for Kachak. The main texture of the soils was sandy loam. Clay particles have penetrated to a depth of more than 40 cm in some of the recharge basins. A significant increase in final infiltration rate of T5 as compared to T1 treatment was observed for all recharge sites. The final infiltration rates of T1 and T5 treatments for Kohrouyeh, Bagh-Sorkh, and Kachak sites were 0.35, 7.9; 1.22, 12.3; and 0.93, 6.2 cm/h, respectively. The differences between infiltration rates of T2, T3, and T4 treatments were not statistically significant. It is concluded that on average, the infiltration capacity of the untreated recharge facilities have reached 20.3% of the original values, and that scraping the top sediment layer and 15 cm of topsoil could restore 68.3% of the initial infiltration capacity. Received, July 1998 / Revised, April 1999, May 1999 / Accepted, June 1999     

地埋式砂滤系统及其环境意义

地埋式砂滤系统是一种新的生活污水处理技术 ,主要由预处理单元、布水系统和砂滤3部分组成。其原理主要是通过包气带中的生物降解、吸附、沉淀、过滤等机理净化污水。大量资料表明 ,地埋式砂滤系统不仅具有简单、可靠、低能耗、低建设费用、易操作等特点 ,而且其处理效果好、水力负荷高、占地面积小、对地表环境影响小等 ,是处理小流量生活污水的有效途径。加强地埋式砂滤系统的研究和应用 ,对环境保护和污水资源化均有重大的现实意义。     

非饱和粉质黏土坡面降雨非正交入渗试验研究

传统降雨入渗分析是以降雨强度在坡面上的正交分量作为边界条件,不符合实际降雨的非正交入渗规律。为了研究非饱和粉质黏土的非正交入渗规律性,首先通过对正交入渗理论的综述,揭示并分析目前降雨入渗理论在坡面流模型和边界条件方面的缺陷。采用自行研制的室内降雨试验装置对非饱和粉质黏土进行不同降雨强度、坡角和孔隙比的降雨入渗试验,结果表明,非饱和粉质黏土坡面降雨入渗是并非简单正交分解入渗而是非正交入渗;对于坡角和孔隙比为定值的土坡,具有最大坡面入渗的最优雨强;土的孔隙比越小,降雨初期入渗率随时间变化越快,入渗率趋于稳定状态越快;入渗率和累积入渗量并不是随坡角的增大呈单调变化,而存在对应入渗水量最少的最优坡角。     

降雨入渗条件下非饱和膨胀土边坡原位监测

为了对降雨诱发的非饱和膨胀土边坡失稳的机理有较深入的了解,在湖北枣阳选取了一个11 m高的典型的非饱和膨胀土挖方边坡进行人工降雨模拟试验和原位综合监测。监测成果表明：降雨入渗造成2 m深度以内土层中孔隙水压力和含水量大幅度增加,致使膨胀土体的抗剪强度由于有效应力的减少及土体吸水膨胀软化而降低;同时,降雨入渗造成土体中水平应力与竖向应力比显著增加,并接近理论的极限状态应力比,以致软化的土体有可能沿着裂隙面发生局部被动破坏,此破裂面在一定条件下（如持续降雨条件下）可能会逐渐扩展,最后发展成为膨胀土中常见的渐进式滑坡。     

Hydrogeological investigation of groundwater artificial recharge by treated wastewater in semi-arid regions: Korba aquifer (Cap-Bon Tunisia)

Korba aquifer is one of the most typical examples of overexploited coastal aquifer in the Mediterranean countries. In fact, from 1985, a considerable piezometric level drop, water salinization, and seawater intrusion were registered in the aquifer. In December 2008, Tunisian authorities initiated a general plan to groundwater management in order to augment groundwater resources, restore the piezometric levels, and improve water quality. The plan consists of artificial recharge of groundwater used treated wastewater through three infiltration basins. During the first 4 years (from December 2008 to December 2012), 1.41 Mm³ of treated wastewater was injected to the Korba aquifer. This study presents a hydrogeological assessment of groundwater evolution during the recharge processes. In this study, 32 piezometric and chemical surveys of 70 piezometers and observed wells are used to present hydrogeological investigation and water quality evolution of wastewater reuse through artificial recharge in Korba coastal aquifer. The piezometric evolution maps are used to specify the positive effect in groundwater level that exceeding 1.5 m in some regions. The interpretation of salinity evolution maps are used to indicate the improving of groundwater quality.