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401.
针对填埋场室内模拟试验往往忽略降雨径流和初损的问题,提出运用SCS模型确定室内模拟试验日注水量的方法,并将计算结果应用于成都长安填埋场室内模拟试验中.结果表明,采用SCS模型计算所得的日入渗量进行注水的模拟柱渗滤液产量和水质变化能够更准确的模拟填埋场实际情况. 相似文献
402.
介绍了氧气转炉煤气的干法和湿法净化回收技术的发展现状,着重二者的技术经济比较,阐述干法(LT法)的发展优势. 相似文献
403.
运用多元回归法,通过预测模型的选择、数学模型的建立、基础数据的整理和回归效果的检验,建立环境污染范围与诸条件的关系,达到快速估算的目的,从而形成一种有效的大气环境污染事故范围预测的方法. 相似文献
404.
405.
指出了现有液体蔓延和蒸发模型的不足,根据质量守恒定律,推导建立了动态液池蒸发模型.在详细分析液池蔓延和蒸发过程的基础上,结合苯的泄漏,利用新建立的数学模型对苯的蔓延和蒸发进行了模拟分析. 相似文献
406.
J. Hejzlar K. Šámalová P. Boers B. Kronvang 《Water, Air, & Soil Pollution: Focus》2006,6(5-6):487-494
Steady-state models for the prediction of P retention coefficient (R) in lakes were evaluated using data from 93 natural lakes and 119 reservoirs situated in the temperate zone. Most of the
already existing models predicted R relatively successfully in lakes while it was seriously under-estimated in reservoirs. A statistical analysis indicated the
main causes of differences in R between lakes and reservoirs: (a) distinct relationships between P sedimentation coefficient, depth, and water residence
time; (b) existence of significant inflow–outflow P concentration gradients in reservoirs. Two new models of different complexity
were developed for estimating R in reservoirs: , where τ is water residence time (year), was derived from the Vollenweider/Larsen and Mercier model by adding a calibrated parameter
accounting for spatial P non-homogeneity in the water body, and is applicable for reservoirs but not lakes, and , where [Pin] is volume-weighted P concentration in all inputs to the water body (μg l−1), was obtained by re-calibrating the OECD general equation, and is generally applicable for both lakes and reservoirs. These
optimised models yield unbiased estimates over a large range of reservoir types. 相似文献
407.
River channel migration and cutoff events within large river riparian corridors create heterogeneous and biologically diverse
landscapes. However, channel stabilization (riprap and levees) impede the formation and maintenance of riparian areas. These
impacts can be mitigated by setting channel constraints away from the channel. Using a meander migration model to measure
land affected, we examined the relationship between setback distance and riparian and off-channel aquatic habitat formation
on a 28-km reach of the Sacramento River, California, USA. We simulated 100 years of channel migration and cutoff events
using 11 setback scenarios: 1 with existing riprap and 10 assuming setback constraints from about 0.5 to 4 bankfull channel
widths (bankfull width: 235 m) from the channel. The percentage of land reworked by the river in 100 years relative to current
(riprap) conditions ranged from 172% for the 100-m constraint setback scenario to 790% for the 800-m scenario. Three basic
patterns occur as the setback distance increases due to different migration and cutoff dynamics: complete restriction of cutoffs,
partial restriction of cutoffs, and no restriction of cutoffs. Complete cutoff restriction occurred at distances less than
about one bankfull channel width (235 m), and no cutoff restriction occurred at distances greater than about three bankfull
widths (∼700 m). Managing for point bars alone allows the setbacks to be narrower than managing for cutoffs and aquatic habitat.
Results suggest that site-specific “restriction of cutoff” thresholds can be identified to optimize habitat benefits versus
cost of acquired land along rivers affected by migration processes. 相似文献
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