化学工程固沙在塔里木沙漠公路沙害防治中的适宜性

由于天然材料日益紧缺 ,研制适宜于流动性沙漠地区公路沙害防治的人工替代材料势在必行 .结合塔里木沙漠公路沙害环境 ,实验室优选出 L VA、LVP、WBS和 STB 4种抗性较好的固沙剂 ,对其理化性能、粘结体力学性能和抗风蚀性能等测试结果表明 :颗粒粒径 0.2μm～ 0.5μm,粘度 12 Pa·s～ 15Pa·s;10℃～70℃温度下无沉淀 ,不燃烧 ;实验抗压强度 1.0 MPa～12.1 MPa;10℃～-20℃低温下重量损失率 0%～ 1.8%;紫外光照射 300h强度损失率 0%～ 42%;在 5m·s^-1～253m·s^-1实验风速下 ,风蚀量 0g·(106cm²·h)^-1～4.0 g·(106cm²·h)^-1 ;现场试验固结层厚度 0.2 mm～0.5mm,强度高 .化学工程固沙技术适宜于塔里木沙漠公路沙害防治 .     

再生水灌溉对土壤团聚体中有机碳、氮和磷的形态及分布的影响

为了解再生水灌溉对砂质紫色土土壤有机碳、氮和磷的形态及其在不同粒级团聚体中分布的影响,比较了四川省彭州市灌溉年限分别为3a和8a的2个再生水灌溉区土壤中不同粒径团聚体中有机碳、氮和磷的分布及化学形态.结果表明,再生水灌溉区土壤有机碳、氮和磷主要分布在>2mm和2mm的大粒径团聚体所占比例下降,向较小粒径转化;>0.25mm团聚体中有机碳和氮含量显著上升,在所有5个粒级的团聚体中磷素含量都有显著提高.再生水灌溉还有利于紫色土重颗粒态有机碳和颗粒态氮的形成,且灌溉时间越长,效果越明显.在除<0.053mm的其它4个粒级团聚体中,再生水灌溉区土壤中交换态磷及钙结合态磷比例上升,而铁铝结合态磷比例下降.综上,再生水灌溉有效的改善了砂质紫色土土壤的有机碳库、氮库和磷库,长期灌溉可以减少人工施肥量.     

土壤中嗪草酮迁移和降解的研究

 通过两季马铃薯大田试验，研究了嗪草酮在灌溉沙壤土中的消失和移动情况。结果表明，表层土壤中，嗪草酮施用后最初7～15天内其含量急剧降低，此后随时间推移降低幅度平缓，1993年和1994年试验结束时的残留量分别为5.9μg/kg和2.3μg/kg。两年共采集的379个土样（分布在15～75cm各土层）中只有5个检测到有嗪草酮。1994年大田135cm土层处的水样中，嗪草酮的检测率高达66％，检测浓度范围为0.06～15.85μg/kg，平均浓度为1.94μg/kg。相比较，嗪草酮在大田试验中的消失速率远大于实验室控制条件下的降解速率。     

污泥对樟子松生物量及其重金属积累和土壤重金属有效性的影响

采用盆栽试验研究了不同剂量污泥(体积分数,即污泥体积占污泥和沙土总体积的百分比,分别为:0、20%、33.3%、50%和100%)施用于风沙土条件下,污泥剂量对樟子松幼苗生物量及其对重金属的累积和土壤中重金属有效性的影响.结果表明,在养分含量低的风沙土中,施用污泥能够显著提高樟子松幼苗生物量,最适剂量为50%;污泥剂量的增加可促进樟子松植株对重金属的吸收和累积,在最适剂量(50%)条件下,樟子松植株中Cu、Cd、Pb、Zn的累积量分别是对照(不施污泥)的18.0、8.9、17.1、11.5倍;樟子松植株重金属吸收速率顺序为:ZnCuPbCd,而迁移系数顺序为:ZnCdCuPb;土壤中有效态重金属含量随污泥剂量的增加而增加,而植株收获后土壤中有效态重金属下降幅度均小于对照.     

Leaching of copper,chromium and arsenic in a soil of south west Victoria,Australia

The movement of copper, chromium and arsenic originating from samples of the wood preservative Tanalith® through mildly acidic, sandy loam soil was investigated. Small, undisturbed soil cores (of dimensions 15 × 15 × 15 cm) were removed from the topsoil of a paddock adjacent to the Glenelg River in the Western District of Victoria, Australia. The paddock soils were thin (<30cm) greyish brown, mildly acidic, sandy loams with a moderate organic carbon content (2–5%) overlying a limestone cap. Tanalith® was applied to the surface of the cores which were then irrigated with deionised water at approximately 30 mm day^‐1. Copper concentrations in all leachate remained at background levels throughout the experiment, and this element was found to be immobilised in the top 4 cm of the soil. Up to 29% of the applied dose of chromium was detected in the leachate, with breakthrough occurring within 20 days of Tanalith® application. Up to 13% ofthe applied dose ofarsenic was detected in the leachate, although in this case breakthrough was not observed until 25 days after Tanalith® application and leachate concentrations were still rising when the experiment came to a close. Significant concentrations of arsenic and chromium were found in the top 6 cm of the soil profile.     

我国北方风沙灾害加剧的成因及其发展趋势

综合分析了我国风沙灾害加剧的原因,并从我国北方沙漠、沙地形成演变的地理格局,探讨了我国沙化过程的中、长期发展趋势。本文认为,我国近年风沙灾害的加剧是在气候趋于干燥化背景下,人类大面积发展沙区生产的结果,但是,目前的流沙分布范围仍不及末次冰期极盛时期。未来我国风沙灾害的发展主要取决于气候增温背景下降水的时空分布、沙区的风化变化与地表土地的利用格局。     

Distribution and Statistical Analysis of Leachable and Total Heavy Metals in the Sediments of the Suez Gulf

The concentrations of nine heavy metals (Cd, Co, Cr, Cu, Fe, Mn, Ni, Pd and Zn) in the labile and total fractions of muddy and sandy sediment samples collected from twelve sites in Suez Gulf during April 1999 were studied to evaluate the pollution status of the Suez Gulf. The enrichment factors (EF) for each element were calculated. There are extremely high concentrations of Cd, Ni, Pb and slightly concentration of Cr and Cu in both muddy and sandy sediments. The concentration of Zn was moderately high and can be considered as seriously contaminate Metal pollution index (MPI) shows high values ranged between 46 to 156 and 40 to 232 for both sandy and muddy sediments, respectively. Concentrations of heavy metals were normalized against iron for total fraction in both of sandy and muddy sediments. Principal component analysis (PCA) was studied on the data matrix obtained and represented three-factor model explaining 92.22% for labile and 88.82% for total fractions of muddy sediment. The main source of contamination is the offshore oil fields and industrial wastes. This is largely a result of ineffective and inefficient operation equipment, illegal discharge of dirty ballast water from tankers and lack of supervision and prosecution of offenders.     

In-situ Treatment of Oiled Sediment Shorelines

Experimental oil spill studies were conducted to quantify the effectiveness of selected in-situ shoreline treatment options to accelerate natural oil removal processes on mixed-sediment (sand and pebble) shorelines. At each of three distinct shoreline sites, treatment test plots and control plots were established within a 40-, 80- and 143-m continuous stretch of oiled shoreline. A total of 5500 l of oil was deposited along a 3-m wide swath in the upper intertidal zone at each site. Approximately one week after oiling, a different treatment technique was applied to each plot. The treatment techniques were: sediment relocation (surf washing), mixing (tilling), bioremediation (fertilizer application), and bioremediation combined with mixing. One plot at each site was monitored for natural attenuation. The quantity of oil removed from the plots was measured six times up to 60 days post-treatment and then again one year later. Changes in the physical character of the beach, oil penetration, movement of oil to the subtidal environment, toxicity, and biodegradation were monitored over the 400-day period.The results verified quantitatively that relocation of oiled sediments significantly accelerated the rate of oil removal from the shoreline by more than one year. Microscopic observations and image analyses confirmed that the oil-mineral aggregate formation process was active and was increased by sediment relocation. Oil biodegradation occurred in this arctic environment, both in the oiled sediments and on the fine mineral particles removed from the sediment by natural physical processes. The biodegradation of oil in sediment was significantly stimulated by simple bioremediation protocols. Mixing (by tilling) did not clearly stimulate oil loss and natural recovery in the context of this experimental design. None of the treatment techniques elevated toxicity in the nearshore environment to unacceptable levels, nor did they result in consequential alongshore or nearshore oiling.     

挡风墙设计及其在呼伦贝尔沙地治理中的应用

为探索呼伦湖流域沙化严重的斑块状区域生态修复的治理模式,研发设计条形孔2.0 m高度(Ⅰ)、条形孔1.5 m高度(Ⅱ)、条形孔1.0 m高度(Ⅲ)、方形孔1.0 m高度(Ⅳ)和圆形孔1.0 m高度(Ⅴ)5种类型的可移动挡风墙作为沙障,并对其防风效能进行对比研究,明确挡风墙背风侧不同距离、距地表不同高度的风速及表层土壤含水量特征,为大风频发地区的挡风墙设置提供参考依据。结果表明:5种挡风墙均可在有限距离内降低风速,且距地表0.5 m高度处的防风效能均优于1.0 m高度处;其中在挡风墙背风侧1 m、距地表0.5 m高度处,防风效能为挡风墙Ⅴ(87.30%)>Ⅰ(83.91%)>Ⅱ(83.29%)>Ⅳ(80.20%)>Ⅲ(74.66%),表层土壤保水能力为挡风墙Ⅴ>Ⅰ>Ⅱ>Ⅳ>Ⅲ,制作成本为挡风墙Ⅰ>Ⅱ>Ⅴ>Ⅳ>Ⅲ。较适宜呼伦湖流域环境的挡风墙结构参数:1.5 m高,条形孔;1.0 m高,圆形孔。