尾矿砂介质渗流过程诱发声发射信号特征试验研究*

为了对渗流状态进行预测预报,从而预防渗透破坏事故的发生,基于地下水位上升、不同尾矿砂粒径以及渗流速度诱发的弹性波信号,采用声发射技术对尾矿砂介质的渗流状态进行监测。由800,1 100,1 400 mm 3种不同水头高度（流速）下的水流分别渗入0.1~0.25,0.25~0.5,0.5~1 mm以及混合粒径的尾矿砂介质中,模拟尾矿坝渗流,监测渗流过程的AE信号,分析液面上升、不同粒径尾矿砂颗粒以及不同流速下的渗流AE信号特征。结果表明:在试验所选用的几组粒径中,流速相同时,粒径较大的尾矿砂渗流产生的AE事件数量多、幅值大,即粒径越大,尾矿砂渗流过程的AE信号越强;同一粒径下,流速越小,渗流产生的AE信号幅值越小,AE事件数越少,即流速越小,尾矿砂渗流过程的AE信号越弱;液面上升过程中,在液面位置处产生的AE信号最强,且AE信号随液面位置与传感器距离而变化,越接近传感器AE信号越强,这表明AE技术能够较为准确地监测渗流过程中液面上升。研究结果可为尾矿坝渗流监测提供理论与技术支持。     

水泥基泡沫形成机理及抑制煤堆自燃试验研究

煤炭开采面临煤自然发火等灾害的严重威胁,在分析现有防灭火技术特征的基础上,制备了1种水泥基泡沫材料。探讨了水泥基泡沫形成机理,包括水基泡沫与浆液扰流混合发泡,表面活性剂增加颗粒疏水性及颗粒稳定泡沫液膜,液膜中水泥、粉煤灰颗粒水化反应及促凝剂加速凝结固化。搭建了小型抑制煤堆自燃试验平台,开展了煤堆自燃温升变化及黄泥浆、无机凝胶、阻化泡沫、水泥基泡沫等防灭火介质降温效果试验,结果表明:水泥基泡沫具有向上堆积的能力,能对高温煤颗粒进行覆盖、包裹,并具有较好的热稳定性,总体降温性能最佳;压注后,监测时间0~900 s内,径向距离为0.1,0.2,0.3,0.4,0.5 m处温度分别从376.98,376.00,374.38,372.14,369.27 ℃下降到21,26,29,35,42 ℃。     

秸秆和肥料管理措施对太湖流域水稻种植氮流失的影响

稻田系统的氮流失是农业面源污染的重要组成部分. 当前,氮肥投入量已得到有效控制,针对不同秸秆和肥料管理措施的多途径（径流、侧渗、下渗）氮流失特征研究还较为缺乏. 对此,选取太湖流域种植时长超过20 a且持续秸秆还田超过5 a的稻田,研究秸秆和肥料管理措施对水稻全生育期不同途径氮流失的影响,并基于作物产量、氮利用效率及氮流失强度,对秸秆和肥料管理措施的生产适宜性和环境友好性进行研判. 结果表明,秸秆离田会提升水稻植株对施氮的敏感度. 稻季氮总流失量为9~17 kg·hm^-2,占氮肥施用量的5%~7%. 对秸秆管理而言,秸秆离田的泡田排水具有更高氮流失风险;秸秆还田可降低15%以上的下渗途径氮流失量,但是对侧渗途径的氮流失作用并不明确. 对肥料管理而言,有机肥的适宜替代可较同施氮梯度下的化肥施用减少16%的种植期径流氮流失、26%的下渗氮流失,以及37%的侧渗氮流失. 综合产量数据,实施秸秆还田和肥料类型优化能够有效降低生产单位重量稻米的氮流失量,切实实现对农业生产和环境友好的双向兼顾.     

植被缓冲带径流渗流水量分配及氮磷污染物去除定量化研究

利用构建的缓冲带现场试验基地和设计的径流流量测定装置,对植被缓冲带滞缓径流和农田氮磷污染物去除能力开展定量化试验研究.结果表明,植被缓冲带有效滞缓了径流速度,并显著提高了缓冲带土壤的水力渗透能力,19m长的百慕大、高羊茅、白花三叶草缓冲带径流出水时间分别是空白对照的2.46倍、1.72倍和2.03倍,渗流水量分别是空白对照的3.01倍、2.16倍和2.45倍;植被缓冲带能有效去除农田径流氮磷污染物,百慕大、高羊茅、白花三叶草缓冲带对NH4+-N、TN、TP的总去除率分别比空白对照提高了237%、268%和274%;植被缓冲带渗流对氮磷污染物的去除能力显著高于径流,渗流水量越大,缓冲带氮磷污染物的总去除率和单位面积去除负荷越高,试验各植被缓冲带TN、NH4+-N、TP渗流去除量与径流去除量的比值分别达到2.79、2.02和2.83.     

简易垃圾填埋场综合治理方案

结合牛山简易垃圾填埋场综合治理工程,分别从简易填埋场的封场和防渗两方面进行了综合治理方案的研究。结果表明:以生活垃圾填埋场封场技术规程为指导,以垂直防渗帷幕作为防渗方案,在工程中切实可行,可以为简易填埋场的综合治理提供借鉴。     

渗透反应墙技术处理铀尾矿库渗漏水的研究现状

铀尾矿库渗漏已造成严重的环境辐射问题。为保护铀尾矿库区地下水资源及其生态环境,迫切需要一种低价有效的方法对库区地下水放射性污染进行治理。渗透反应墙技术是用于原位治理污染地下水中污染组分的一种高效技术。介绍了铀尾矿库区地下水铀污染的几种主要修复技术,渗透反应墙的基本原理,结构类型及设计安装,分析了零价铁反应材料去除铀的作用机理,综述了当前国内外渗透反应墙技术治理铀矿山及尾矿库区地下水铀污染的实际工程应用情况,最后指出该技术当前存在的问题,并提出相应的研究展望。     

石化项目防渗工程环境监理要点研究

防渗工程是石化项目环境监理的工作重点。以石化项目防渗工程环境监理的工作实践为基础,介绍了防渗工程在石化项目中的重要性,同时深入研究了石化项目防渗工程的环境监理要点及巡检制度。     

A SIMPLIFIED MODEL FOR PREDICTING DAILY TRANSMISSION LOSSES IN A STREAM CHANNEL1

ABSTRACT: A simplified approach for modeling transmission losses in a stream is presented. A theory relating seepage from a channel with the depth of flow is simplified to a one-parameter relationship. A power relationship is then utilized for the stage-discharge relationship, which is coupled with the seepage relationship. This combined equation is integrated over the channel reach to arrive at a general model for seepage loss through the reach, with one parameter needing calibration. An example is provided showing the development of the relationship and the calibration technique for the parameter. The results are shown, emphasizing the use of the model for simulation of channel transmission losses at low and moderate flow conditions.     

SUBSURFACE QUALITY TRANSFORMATIONS DURING THE INITIATION OF A NEW STABILIZATION LAGOON1

ABSTRACT Raw sewage was metered into a newly-constructed lagoon of the Pima County Department of Sanitation, Tucson, Arizona. Seepage losses were calculated from data on inflow, evaporation and change in storage. Water samples were obtained from shallow suction cups, a 40 ft. and a 60 ft. PVC well and a 100 ft. access tube, all located inside the lagoon. Samples from these wells, together with water samples from the lagoon, were examined for conform organisms and various physical and chemical constituents. Of special concern were transformations in nitrogen. Estimated seepage rates in the lagoon during inundation ranged from 0.20 ft. per day to 0.10 ft. per day. Water level observations in wells reflected the percolation of effluent to the water table, 70 ft. below land surface. Initially, the nitrate ion levels in the suction cup samples were high, manifesting the leaching of indigenous soil nitrogen. With the onset of anaerobic conditions at the base of the lagoon, nitrification was inhibited at the soil surface and ammonia became the predominant form of nitrogen in the soil solution. Sorption of ammonium ion appeared to occur on clay particles in a soil zone of high cation exchange capacity. There were no undesirable microbial or chemical effects of recharge from lagoon seepage on native groundwater quality.