原位洗脱技术对凉水河底泥中氮、磷释放特征的影响

为探讨新兴底泥原位修复技术—原位洗脱技术对城市河流凉水河底泥中氮、磷释放的抑制作用,于现场采集洗脱前后样品并设计室内静态模拟实验,分析了实验期间洗脱组和对照组上覆水中${{\rm{NH}}_4^ + }$-N、${{\rm{NO}}_3^ - }$-N、TN、${{\rm{PO}}_4^{3 - }}$-P、TP浓度和释放速率变化特征。结果表明：洗脱组释放第30天时,${{\rm{NH}}_4^ + }$-N由底泥向上覆水中平均释放速率(−6.51±0.32) mg·(m²·d)⁻¹,对应上覆水中${{\rm{NH}}_4^ + }$-N平均浓度为0.52 mg·L⁻¹,较对照组下降了89.4%;${{\rm{PO}}_4^{3 - }}$-P和TP平均释放速率较对照组降低了78.1%和83.0%,上覆水中TP平均浓度为0.22 mg·L⁻¹,较对照组下降了68.1%。原位洗脱技术对底泥中${{\rm{NH}}_4^ +} $-N、${{\rm{PO}}_4^{3 - }}$-P释放的抑制作用主要通过对有机氮、磷物质的削减和水-沉积物界面还原环境的改善来实现。     

水热+厌氧消化对污泥碳、氮、磷溶出的影响

研究了水热预处理和厌氧消化联合作用时温度对污泥中碳、氮、磷溶出的影响。结果表明:水热处理温度越高越有利于污泥中碳氮磷的溶出,当水热温度为200 ℃时,SCODCr的溶出率较原泥提高了5.9倍;氨氮和总氮的溶出率分别提高了7.2和8.7倍;磷酸根和总磷的溶出率分别提高了0.2和6.1倍。厌氧消化后污泥中碳磷浓度下降,而氮浓度上升。厌氧消化后累积产气量与水热温度有关:当温度为160 ℃时,最大累积产甲烷量为12 223 L/mg-CO D C H 4 (以每mg COD的产甲烷量计),较原泥提高了14.5倍。根据试验结果,提出了从水热和厌氧消化污泥中回收氮磷的策略,即水热处理污泥后可在污泥清液中投加镁源进行磷的回收,厌氧消化中溶出的氮可通过加入吸附材料进行吸附回收。在污泥中氮磷资源回收的同时,可通过水热过程提高污泥厌氧过程中累积产甲烷量。     

磷肥钝化修复重金属污染土壤及其环境风险

磷肥广泛应用于农田重金属污染土壤钝化修复,但不同类型磷肥对多种重金属复合污染土壤的修复效果及其环境风险尚不明确。通过室内土壤培养和土柱淋溶模拟实验,研究枸溶性磷肥-钙镁磷肥(CMP)和水溶性磷肥-磷酸二氢钾(MPP)对重金属Pb、Cd、Cu、Zn复合污染土壤的钝化效果以及磷在土壤剖面中的淋溶损失特征。结果表明,CMP和MPP施用量(以P₂O₅计)为8 g·kg⁻¹时,Pb、Cd的钝化率分别为35.05%和71.72%、31.76%和40.99%,而Cu、Zn则出现一定程度的活化(最高达29.62%)。MPP对Pb的钝化效果显著优于CMP,但对Cd而言,2者差异不明显,且磷肥用量的成倍增加并不能显著提升钝化效果。土柱中土壤全磷、有效磷和淋溶液总磷的质量分数均随着深度(20~65 cm)递增而显著下降,且在某一深度上随着施磷量(1~8 g·kg⁻¹)的增加而显著升高。MPP在高用量下造成的磷淋溶风险显著大于CMP。采用磷肥钝化修复复合重金属污染土壤应综合重金属类型、钝化效果以及潜在的磷流失风险,选择适当的磷肥种类和用量。本研究结果可为磷肥钝化修复重金属污染土壤提供参考。     

EFFECTS OF FOREST FERTILIZATION ON STREAM WATER CHEMISTRY IN THE APPALACHIANS1

ABSTRACT: Stream water chemistry was monitored on two watersheds on the Fernow Experimental Forest in north-central West Virginia to determine the effects of forest fertilization on annual nutrient exports. Ammonium nitrate and triple superphosphate were applied simultaneously at rates of 336 kg ha^?1 N and 224 kg ha^?1 P₂O₅, respectively, which are similar to rates used in commercial forest operations. The treatment significantly increased outputs of several ions. Annual outputs of nitrate N increased as much as 18 times over pretreatment levels, and calcium and magnesium increased as much as three times over pretreatment levels the first year after fertilization. Outputs for these nutrients were elevated for all three post-treatment years. Although nitrate N increased significantly, only about 20 percent of the applied fertilizer was accounted for in stream water exports. Outputs of phosphate P declined following fertilization, probably because the watersheds are phosphorus deficient, but by the third year, they slightly exceeded predicted values. Estimated nutrient losses to deep seepage were substantial, especially on the leakier south-facing catchmeat, on which some nutrient losses were equal to or greater than those in stream water. When the nutrient exports associated with both stream discharge and ground water recharge were combined, the percentages of applied N that were lost were similar on the two watersheds, averaging 27.5 percent. Less than 1 percent of the applied P was lost from either watershed in the combination of streamflow and deep seepage.     

NUTRIENT LOADS TO WISCONSIN LAKES: PART I. NITROGEN AND PHOSPHORUS EXPORT COEFFICIENTS1

ABSTRACT: Export coefficients (kg/km²/yr) for dissolved ortho-phosphate (OP), total phosphorus (TP), total inorganic nitrogen (TIN), and total nitrogen (TN) were derived for watersheds in Wisconsin using data bases available for 17 basins from the U.S. Environmental Protection Agency — National Eutrophication Survey, U.S. Geological Survey, and the Wisconsin Department of Natural Resources. Three general land use categories, representative of most regions in Wisconsin, were established: forest, mixed, and agricultural. Data for the 17 basins indicated greater exports of OP. TP, TIN, and TN as the percentage of forest decreased and agriculture increased. These region-specific coefficients are compared to the values reported in the literature representing much broader areas of the U.S.     

微波消解法测定农药废水中的总磷

介绍了一种测定农药废水中总磷的新的预处理方法－微波消解法。其消解时间从传统法的40min缩短到8min，精确度和准确度与传统的消解法相比无显著性差异。     

Industrial Tailings in Traunsee (Austria) Revisited: The Status of 1999

Alkaline tailings from a salt work and a soda plant have been pumped into the southernmost part of Traunsee at Ebensee for many decades. A survey in 1981 showed an accumulation of more than 3 × 10⁶ m³ alkaline mud in the Bay of Ebensee and the existence of slumping structures and turbidites in the profundal zone of the lake. A new survey of the industrial tailings has been performed in 1999. Compared to the earlier survey, the accumulation in the Bay of Ebensee has grown to >4 × 10⁶ m³, which suggests an average yearly input of 90 000 m³. Slumping structures and turbidites document the unstable situation of the tailings near the waste inlet. The lake area occasionally affected by the turbidity currents in the profundal zone has increased to 19%. Within the central profundal area these tailings reach <1 m in thickness.     

Distribution of Trace Metals in the Surface Sediments of Two Pristine Subalpine Lakes in Taiwan

Sediment cores were collected from two remote subalpine lakes: the rather shallow (1.5 m) Little Ghost Lake at 2040 m elevation and the deeper, Great Ghost Lake (40 m) at 2150 m elevation. Different early diagenesis of metals were observed. the seasonally anoxic hypolimnion drives the annual iron redox cycle and causes the remobilization of metals in the mobile fractions of sediments in the Great Ghost Lake. These result in the redistribution of metals in the mobile fractions of sediment and poor correlation between metal concentrations. in the Little Ghost Lake, the shallow water column is always oxic with less change of metals in the mobile fractions of sediments. As a result, most metals have strong positive correlations with each other.

The distributions of metal/Al ratios, total metal contents and acid-leached metal concentrations in the near-surface sediments of these two lakes suggest that the anthropogenic inputs from the atmospheric fallouts in recent decades are one of the major factors affecting the distributions of metals such as cadmium, lead and, to a lessor extent, zinc. the Pb-206/Pb-207 ratios confirm the anthropogenic lead input in these surface sediments.     

GROWTH INHIBITION OF HYDRILLA VERTICILLATA BY SELECTED LAKE SEDIMENT EXTRACTS1

ABSTRACT: Sediments were investigated from two Florida lakes that have not been infested with the submersed, perennial, noxious plant Hydrilla verticillata. Aqueous extracts of the peat-like sediments from these lakes were shown to inhibit the growth of Hydrilla verticillata in laboratory systems. The extracts have substantial concentrations of organic carbon and iron. The apparent molecular weight of the inhibitory fraction is between 2,000 and 10,000, based upon ultrafiltration studies. Hydrilla growth was about 35 percent relative to control for a partially purified fraction at a level of 0.4 ppm organic carbon. Growth was measured as change in biomass (wet and dry) over a one-week period. The inhibitory material was highly fluorescent, dark brown, and inhibitory activity was lost after passage over an anion-exchange column (Cellex-D).     

CONTROL OF LAKE PHOSPHORUS WITH ALUMINUM SULFATE: DOSE DETERMINATION AND APPLICATION TECHNIQUES1

ABSTRACT: Nutrient diversion does not always bring about prompt and sufficient reduction in lake phosphorus concentration due to recycling from nutrient rich sediments. Certain lakes and reservoirs may continue to experience nuisance algal blooms and require additional restorative steps. The phosphorus precipitation/inactivation technique is a procedure to remove phosphorus from the water column and to control its release from sediments in order to achieve P-limiting conditions to algal growth. Aluminum salts have been used in advanced waste water treatment to remove phosphorus and this technology was extended to lake rehabilitation. Guidelines for dose calculation and application are generally lacking, and are provided in this report. The dose determination suggested here allows maximum application of aluminum to bottom sediments and thus emphasizes long term control of phosphorus recycling. Dose can be calculated directly from the alkalinity of the water to be treated. Titration of lake water samples of Varying alkalinity allows the establishment of the relationship between residual dissolved aluminum, alkalinity, and dose which can then be employed for lake scale applications of alum to lakes and reservoirs. Application equipment and procedures are described. These depend on site characteristics and treatment objectives and include lakeside stores, a distribution pipe, and an application barge and manifold. Alum may also be used to meet other restoration objectives including the treatment of problem flows and the reduction of particulate concentrations.