染料中间体废水的逆流漂洗法处理

将逆流漂洗工艺应用于4－乙酰基－2－氨基苯甲醚生产上，可使生产过程中产生的硫酸浓度为2％的硝化废水，浓缩成浓度为30％－40％的浓废酸，可供化肥厂综合利用生产硫铵肥料，从而实现生产废水零排放。实验室和生产规模试验均表明，采用该工艺后，产品的平均得率提高4．1％，产品质量的所有指标达到且超过企业标准（Q／320221NCB02－91）。     

辽西褐土施肥及养分循环再利用中长期试验Ⅰ. 作物产量

在辽宁西部褐土上历时10 a的田间试验结果表明：氮肥对提高作物产量效果最好,平均增产率50%,平均每千克 N增产粮食21 kg。供试褐土富磷,试验前3 a施磷肥不显增产作用,之后增产明显,10 a平均增产率10.9%,平均每千克 P增产粮食47 kg。供试褐土富钾,连续10 a施钾肥不显增产作用。 在施用化肥基础上每年以60%收获产品直接堆腐回田,可比对应的化肥处理分别增产（10 a平均）40.6%（无肥对照）、19.5%（N肥基础）、12.1%（NP肥）和8.1%（NPK肥）,平均年增产粮食（混合、烘干）分别为1.54、1.08、0.79、0.52 t/hm2。养分循环再利用的作物增产效益在试验的10 a中有着逐年增长的趋势,表明以堆肥形式循环回田养分的作物增产作用有着明显的残效叠加效应。     

Flood Disaster Reduction in China's Major Cereal Production Areas

1The Agricultural Resources and Yielding Status of the Major Cereal ProductionAreasNEC,RBHHH and ML RYR are the three major areas for agricultural and cereal production inChina and the national bases for growing commodity grain with first priority.Especially,theThree-River Plain and Songhuajiang-Nenjiang Plain in NEC,the alluvial plain of the Huanghe,Haihe and Huaihe rivers in RBHHH and the plain of two rivers (Hanshui and Huaihe) and threelakes (Poyang,Dongting and Taihu) in …     

渭河干流甘肃段生态足迹与承载力评价分析

渭河作为黄河第一大支流,在黄河治理开发中占有重要地位。应用改进三维生态足迹法核算渭河干流甘肃段2009—2019年生态足迹和承载力,研究社会经济活动对流域生态环境的影响,探讨促进流域高质量发展的措施。结果显示:2009—2019年渭河干流甘肃段化石能源用地和耕地是流域生态足迹的主要组分,分别为36 498.64和12 869.88 hm²(以省公顷为面积当量);流域生态足迹和生态承载力整体呈先增大后减小的趋势,生态自然资源供给能力占区域消费能力的比例从13.92%升至15.16%,人均生态赤字以每年2.95%的速率持续下降,生态足迹广度和深度增加趋势明显,表明流域自然资源消费结构不合理局面得到缓和,但生态环境压力缓解趋势不明显。未来应采取增加生态用地、调整产业结构、优化资源消费结构等措施缓解区域生态压力。     

THE POTENTIAL FOR INCREASING STREAMFLOW FROM SIERRA NEVADA WATERSHEDS1

The Sierra Nevada produces over 50 percent of California's water. Improvement of water yields from the Sierra Nevada through watershed management has long been suggested as a means of augmenting the state's water supply. Vegetation and snowpack management can increase runoff from small watersheds by reducing losses due to evapotranspiration, snow interception by canopy, and snow evaporation. Small clearcuts or group selection cuts creating openings less than half a hectare, with the narrow dimension from south to north, appear to be ideal for both increasing and delaying water delivery in the red fir-lodgepole pine and mixed-conifer types of the Sierra west slope. Such openings can have up to 40 percent more snow-water equivalent than does uncut forest. However, the water yield increase drops to 1/2-2 percent of current yield for an entire management unit, due to the small number of openings that can be cut at one time, physical and management constraints, and multiple use/sustained yield guidelines. As a rough forecast, water production from National Forest land in the Sierra Nevada can probably be increased by about 1 percent (0.6 cm) under intensive forest watershed management. Given the state of reservoir storage and water use in California, delaying streamflow is perhaps the greatest contribution watershed management can make to meeting future water demands.     

EFFECTS OF SIMULATED CLOUD SEEDING ON STREAMFLOW OF SELECTED WATERSHEDS IN PENNSYLVANIA1

A mathematical model was developed to simulate the hydrologic behavior of five small watersheds in central Pennsylvania. Continuous hydrographs for the 6-month period, April to September 1964, were simulated. Synthesized rainfall cycles consisting of increasing rainfall by 10, 20, and 30 percent to simulate the effects of cloud seeding were processed through the watershed model to determine the effects on low flow augmentation. Other rainfall cycles used consisted of increasing every third storm by 30 percent and of developing a rainfall cycle by processing daily radiosonde data through a mathematical cumulus cloud model to obtain a prediction of rainfall following seeding. A comparison of actual and predicted hydrographs indicated that simulated cloud seeding resulted in significant monthly and seasonal water yields. In general, the results of the study appear to indicate that on a theoretical basis cloud seeding would be a feasible method of augmenting low stream-flow during the summer months on watersheds in the northern Appalachian region.     

DECISION SUPPORT SYSTEM FOR MANAGING GROUND WATER RESOURCES IN THE CHOUSHUI RIVER ALLUVIAL IN TAIWAN1

ABSTRACT: Ground water is a vital water resource in the Choushui River alluvial fan in Taiwan. A significantly increased demand for water, resulting from rapid economic development, has led to large scale ground water extraction. Overdraft of ground water has considerably lowered the ground water level, and caused seawater intrusion, land subsidence, and other environmental damage. Sound ground water management thus is essential. This study presents a decision support system (DSS) for managing ground water resources in the Choushui River alluvial fan. This DSS integrates geographic information, ground water simulation, and expert systems. The geographic information system effectively analyzes and displays the spatially varied data and interfaces with the ground water simulation system to compute the dynamic behavior of ground water flow and solute transport in the aquifer. Meanwhile, a ground water model, MODFLOW‐96, is used to determine the permissible yield in the Choushui River alluvial fan. Additionally, an expert system of DSS employs the determined aquifer permissible yield to assist local government agencies in issuing water rights permits and managing ground water resources in the Choushui River alluvial fan.     

DECISION FRAMEWORK FOR SEDIMENT CONTROL IN MUDDY CREEK WATERSHED1

ABSTRACT: The tailwater of Bridgewater Dam, below Lake James, North Carolina, is a designated trout stream. It has environmental attributes for a good cold water fishery with the exception of high suspended sediments. Muddy Creek, a tributary about 1.5 km downstream of the dam, is a major source of sediments. The Muddy Creek Watershed Restoration Initiative was established to develop and implement a sediment control plan. The Watershed Analysis Risk Management Framework was applied to simulate soil erosion and sedimentation and to help determine appropriate action. The simulated sediment concentrations of the river were comparable to observed data from November 1994 to November 2001. For the base condition, the sediment load was 135,000 kg/d from surface erosion and 1,300,000 kg/d from bank erosion. Increasing the buffer strip from existing 50 to 80 percent to 100 percent of stream segments would only reduce surface erosion to 70,400 kg/d with little change in sediment concentrations. Eliminating riverbank erosion would reduce the sediment load from 920,000 to 87,700 kg/d. The bank stabilization project would not only lower suspended sediment concentrations for Muddy Creek, but also reduce the lake sediment accumulation in the downstream Lake Rhodhiss by approximately 13 percent.     

MODELING THE EFFECT OF BRUSH CONTROL ON RANGELAND WATER YIELD1

ABSTRACT: With the increase in water demand in Texas, attention has turned to improving water yield by brush control on rangeland watersheds. Several hydrologic models have been developed for either farmland or rangeland. However, none of the models were specifically developed to assess the impact of brush control on rangeland water yield. Yet, modeling the impact of brush control on water yield needs to be considered if alternative techniques are to be compared. Two models, Ekalaka Rangeland Hydrology and Yield Model (ERHYM-II) and Simulator for Water Resources on Rural Basins (SWRRB) were selected. The Soil Conservation Service curve number (SCS-CN) method is used in both models to predict surface runoff from each rainfall event. The major differences between the ERHYM-II and SWRRB models are the evapotranspiration, soil water routing, and plant growth components. The models were evaluated on brush-dominated and chemically and mechanically brush-controlled range watersheds in Texas. Results indicated that both models were capable of simulating soil water and water yield from brush dominated and chemically brush-controlled range watersheds. The models were not able to predict water yield from the mechanically brush-controlled (root plowed) watershed with acceptable accuracy. The depressions that were caused by root plowing stored surface runoff and reduced water yield from the watershed. Information about the size of depressions was not available for further model evaluation.