山谷型垃圾填埋场渗沥液水量计算方法比较研究

山谷型垃圾填埋场渗沥液水量是工程设计中的一个重要基础参数，主要由场内降雨转化为场外地下径流组成。对于场外地下径流，目前国内外尚无成熟的计算方法。作者针对几种常用的水量平衡法，通过实验，验证了每种方法的精度。结果表明，考虑了树冠戴流、表层土调蓄作用等因素的模型具有相当的精度，可以作为场外地下径流的计算模型。     

城市垃圾渗滤液及其生物处理对策

垃圾的填埋处理产生了大量的垃圾渗滤液，必须进行处理后才能排入水体。目前主要是采用生物方法处理垃圾渗滤液。本文着重分析了垃圾渗滤液的特点，加成分复杂，水质水量变化大，金属、有权物和氨氮浓度高，微生物营养元素比例失调等，并列举实例提出了提高生物处理效果的相应对策。     

切断位置对赤子爱胜蚓再生速度的影响

将赤子爱胜蚓从脑、生殖环部位和总体节的 1/ 2和 3/ 4的位置切断 ,得到有头无尾、无头无尾、无头有尾 3种类型 16个处理体段 ,在 (2 0± 1)℃人工气候箱中培养 ,测定其再生速度 .结果表明 ,赤子爱胜蚓切断的位置不同 ,其再生速度不同 .其中 ,脑部的存在与否 ,对再生速度没有显著的影响 .但是生殖环存在的处理比切除生殖环的处理再生速度快 ,且存活率高 .无头无尾体段再生前部和再生后部的比较表明 ,再生前部比再生后部慢 .体节的损失越少 ,再生的速度越快 .图 6表 3参 11     

垃圾填埋场及周边水系中汞污染调查

对上海老港垃圾填埋场渗滤液、地下水和地表径流水监测分析表明：渗滤液中的汞主要为以颗粒态汞(S-Hg)形式存在，污水处理系统可以使颗粒态汞(S-Hg)随颗粒物沉积到底泥中，但是对可溶态汞(D-Hg)去除没有明显作用；芦苇湿地可以有效地吸附和吸收渗滤液中各种形态汞，使汞浓度降到一个较低的水平；对地下水和地表水的分析结果显示，地下水基本没有受到汞污染，而地表水受到一定程度的污染。     

封闭垃圾填埋场通过地表向大气释放汞的测定

利用动力学通量箱及自动测汞仪联用技术,于2004年3月中旬对贵阳市的一座封闭生活垃圾填埋场汞通过地表向大气释放的过程进行了研究。3个采样点的汞释放通量日均值分别为559.1、88.2、53.6ng·m-2·h-1,汞释放通量强度与表层基质中的汞含量密切相关,该测定值高于世界背景地区通量的1~2个数量级,说明封闭垃圾填埋场也是大气汞的潜在来源。汞释放通量呈现明显的昼夜变化规律,白天较高并在午间前后达到最大,而夜间降至最低。气相因子中光照强度与汞的释放过程相关性最高,其次分别是气温、相对湿度、地温和风速。氧化态汞的光致还原作用是可能垃圾填埋场Hg0生成的主要途径,降雨初期能促进地表汞的释放。     

Metropolitan Open-Space Protection with Uncertain Site Availability

Abstract:  Urban planners acquire open space to protect natural areas and provide public access to recreation opportunities. Because of limited budgets and dynamic land markets, acquisitions take place sequentially depending on available funds and sites. To address these planning features, we formulated a two-period site selection model with two objectives: maximize the expected number of species represented in protected sites and maximize the expected number of people with access to protected sites. These objectives were both maximized subject to an upper bound on area protected over two periods. The trade-off between species representation and public access was generated by the weighting method of multiobjective programming. Uncertainty was represented with a set of probabilistic scenarios of site availability in a linear-integer formulation. We used data for 27 rare species in 31 candidate sites in western Lake County, near the city of Chicago, to illustrate the model. Each trade-off curve had a concave shape in which species representation dropped at an increasing rate as public accessibility increased, with the trade-off being smaller at higher levels of the area budget. Several sites were included in optimal solutions regardless of objective function weights, and these core sites had high species richness and public access per unit area. The area protected in period one depended on current site availability and on the probabilities of sites being undeveloped and available in the second period. Although the numerical results are specific for our study, the methodology is general and applicable elsewhere.     

陕西省黄土崩塌隐患区宅基地选址方案研究

在对黄土崩塌所造成的伤亡、损失及灾害成因的调查的基础上,结合对黄土地形地貌、颗粒结构、岩土特征和力学特性的研究分析,提出了在黄土高原区内黄土崩塌隐患区居民宅基选址应注意的问题,变被动防灾为主动预防,这对地处黄土高原区山西、陕西、甘肃等省的居民宅基选址具有重要的指导意义和参考价值。     

垃圾填埋场内部CH4浓度随时间的变化特征及其模拟

通过对沸山市五峰垃圾清现场内部部分时段ＣＨ４浓度的监测，分析了在填埋场内部垃圾发酵过程中ＣＨ４浓度随时间的动态变化特征提出了利用某些统计曲线分别模拟或综合模块ＣＨ４浓度随时间的变化过程的方法，应用表明：本方法可以较准确地预测垃圾发酵主要内的ＣＨ４浓度随时间的变化，仅在垃圾发酵的尾声阶段，模拟浓度与实测浓度有少许出人。     

Photo-assisted fenton oxidation of refractory organics in UASB-pretreated leachate

Nearly 91% of organic pollutants in Hong Kong leachate could be effectively removed by the UASB(upflow anaerobic sludge blanket)process followed by the fenton coagulation.The COD(chemical oxygen demand)of leachate was lowered from an average of 5620 mg/L to 1910 mg/L after the UASB treatment at 37℃,and was further lowered to 513 mg/L after fenton coagulation.The remaining refractory residues could be further removed by plotochemical oxidation with the addition of H2O2.The BOD/COD ratio was greatly increased from 0.062 to 0.142,indicating the biodegradability of organic residues was improved.The photochemical oxidation for the fenton-coagulation supernatant was most effective at pH3-4,with the addition of 800 mg/L of H2O2,and UV radiation time of 30 minutes.The final effluent contained only 148 mg/L of COD,21 mg/L of BOD(biochemical oxygen demand)and 56 mg/L of TOC (total organic carbon).     

生活垃圾填埋场渗滤液生物处理技术及应用

在分析生活垃圾填埋场渗滤液特点的基础上 ,对其生物处理技术进行分析评价 ,针对其特点提出相应的处理对策措施。并对国内南北两个典型的垃圾填埋场的渗滤液处理系统进行了介绍。