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101.
An Improved Approach for Parameterizing Surface-Layer Turbulent Transfer Coefficients in Numerical Models 总被引:2,自引:0,他引:2
Based on classic iterative computation results, new equations to calculate the surface turbulent transfer coefficients are
proposed, which allow for large ratios of the momentum and heat roughness lengths. Compared to the Launiainen scheme, our
proposed scheme generates results closer to classical iterative computations. Under unstable stratification, the relative
error in the Launiainen scheme increases linearly with increasing instability, even exceeding 15%, while the relative error
of the present scheme is always less than 8.5%. Under stable stratification, the Launiainen scheme uses two equations, one
for 0 < Ri
B ≤ 0.08 and another for 0.08 < Ri
B ≤ 0.2, and does not consider the condition that Ri
B > 0.2, while its relative errors in the region 0 < Ri
B ≤ 0.2 exceed 31 and 24% for momentum and heat transfer coefficients, respectively. In contrast, the present scheme uses only
one equation for 0 < Ri
B ≤ 0.2 and another equation for Ri
B > 0.2, and the relative error of the present scheme is always less than 14%. 相似文献
102.
Junfeng Wu Yunsheng Wang Simeng Dong Yun Chen Lei Wang 《Journal of the Geological Society of India》2013,82(3):277-282
This paper presents a case study on the Mogangling landslide and its characteristics and geological mechanism. The Mogangling landslide is a giant rock landslide located at the intersection of Dadu river and Moxi river. It is a landslide triggered by an earthquake with large magnitude that occurred in 18th century. Based on detailed site investigation, it shows the Mogangling landslide developed in the Kangding complex strata, composed of completely decomposed aggregates of massive-block stone, debris and soil with some gravels, pebbles and sand layer found distributed in front of the landslide. The control factor of the deformation of this landslide is the combined effect of Detuo fault which is located under the slope, and the regional stress formed along structural planes as well as the free surfaces formed by river cutting. Therefore, when the Kangding-Moxi earthquake (Ms =7.7) occurred on 1st June, 1786, due to seismic shaking, topographic amplification effects and back slope effects, the Mogangling landslide occurred. The Dadu River is the most important river for hydropower development in China; large-scale seismic landslides along the Dadu River are the most important geological issue during the construction of hydropower stations. Therefore, this research is important from the point of view of economic and social benefits. 相似文献
103.
Modelling atmospheric and hydrologic processes for assessment of meadow restoration impact on flow and sediment in a sparsely gauged California watershed 下载免费PDF全文
The restoration of meadowland using the pond and plug technique of gully elimination was performed in a 9‐mile segment along Last Chance Creek, Feather River Basin, California, in order to rehabilitate floodplain functions such as mitigating floods, retaining groundwater, and reducing sediment yield associated with bank erosion and to significantly alter the hydrologic regime. However, because the atmospheric and hydrological conditions have evolved over the restoration period, it was difficult to obtain a comprehensible evaluation of the impact of restoration activities by means of field measurements. In this paper, a new use of physically based models for environmental assessment is described. The atmospheric conditions over the sparsely gauged Last Chance Creek watershed (which does not have any precipitation or weather stations) during the combined historical critical dry and wet period (1982–1993) were reconstructed over the whole watershed using the atmospheric fifth‐generation mesoscale model driven with the US National Center for Atmospheric Research and US National Center for Environmental Prediction reanalysis data. Using the downscaled atmospheric data as its input, the watershed environmental hydrology (WEHY) model was applied to this watershed. All physical parameters of the WEHY model were derived from the existing geographic information system and satellite‐driven data sets. By comparing the prerestoration and postrestoration simulation results under the identical atmospheric conditions, a more complete environmental assessment of the restoration project was made. Model results indicate that the flood peak may be reduced by 10–20% during the wet year and the baseflow may be enhanced by 10–20% during the following dry seasons (summer to fall) in the postrestoration condition. The model results also showed that the hydrologic impact of the land management associated with the restoration mitigates bank erosion and sediment discharge during winter storm events. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献
104.
何屋一带找矿远景区处于福建省重要的金银铜等多金属Ⅳ级成矿带中,与紫金山金铜矿床处于同一地质构造单元,属紫金山矿田组成部分;与悦洋矿区和三鑫矿区接壤,其成矿地质背景基本相似,地质特征具有明显的“三层结构”.运用矿床成矿理论和老矿区周边与深部“探边摸底”的找矿思路,认为悦洋矿区矿体向南延入该区,具有较大的找矿潜力,可望找到一处“悦洋式”矿床类型的矿产地. 相似文献
105.
干旱区高山-盆地系统深部水资源的赋存和估算——以河西走廊西段为例 总被引:5,自引:0,他引:5
现行西北地区水资源评价,是基于下列水文地质概念模型:(1)作为主要补给源地的山区,其与盆地之间存在“阻水屏障”;(2)山区形成的地下水基本上已全部汇入出山河谷,流向盆地绿洲,经实地勘探水化学同位素分析与资料研究,认为现行“模型”不符合地质实际。在引用国外高山区产流数值模拟成果的基础上,采用比拟法估算出研究区,由山区通过基岩向盆地绿洲作侧向补给的大致数量。新概念模型的建立,意味着西北高山-盆地系统的绿洲基岩不深处,赋存有相当数量以前未被计入的、可供开发的水资源。 相似文献
106.
西南地区东部一次大暴雨的中尺度数值模拟 总被引:2,自引:5,他引:2
利用中尺度数值模式MM5V3 5对2007年5月23-25日发生在贵州的一次大暴雨过程进行48 h的数值模拟研究,并结合天气形势、雷达回波和卫星云图演变对此次过程进行分析.结果表明:模式较成功地模拟了这次强降水过程,模拟出了暴雨的强度、位置以及随时间的变化.导致这次大暴雨发生的主要影响系统是中尺度低涡,它的稳定维持是暴雨产生的主要原因.中尺度系统的发展、增强、减弱,主要由低层的正涡度产生.高层辐散、低层辐合、强烈的垂直上升运动是大暴雨天气维持和发展的可能机制之一,强降水与强烈的上升运动区和正涡度区有很好的对应关系. 相似文献
107.
108.
Inverse Analysis of Deep Excavation Using Differential Evolution Algorithm 总被引:1,自引:0,他引:1 下载免费PDF全文
This paper presents the applications of the differential evolution (DE) algorithm in back analysis of soil parameters for deep excavation problems. A computer code, named Python‐based DE, is developed and incorporated into the commercial finite element software ABAQUS, with a parallel computing technique to run an FE analysis for all trail vectors of one generation in DE in multiple cores of a cluster, which dramatically reduces the computational time. A synthetic case and a well‐instrumented real case, that is, the Taipei National Enterprise Center (TNEC) project, are used to demonstrate the capability of the proposed back‐analysis procedure. Results show that multiple soil parameters are well identified by back analysis using a DE optimization algorithm for highly nonlinear problems. For the synthetic excavation case, the back‐analyzed parameters are basically identical to the input parameters that are used to generate synthetic response of wall deflection. For the TNEC case with a total of nine parameters to be back analyzed, the relative errors of wall deflection for the last three stages are 2.2, 1.1, and 1.0%, respectively. Robustness of the back‐estimated parameters is further illustrated by a forward prediction. The wall deflection in the subsequent stages can be satisfactorily predicted using the back‐analyzed soil parameters at early stages. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
109.
基于南极半岛周边海域表层沉积物调查以及收集的资料,并通过分析表层沉积物粒度数据研究沉积物类型和分布特征,探讨沉积物的变化规律。南极半岛周边海域的沉积物类型比较丰富,主要分为四大类:砾质、砂质、粉砂质以及泥质沉积物;根据不同的水深和地貌单元可分为陆架(或岛架)碎屑沉积物、陆坡(或岛坡)沉积物和深海沉积物。研究区沉积物属于冰海沉积物,并可划分为残副冰碛物和混合副冰碛物。沉积物的搬运介质以冰川、冰筏为主,海流对沉积物的影响较为明显,沉积物类型随地形变化而呈有规律的分布。 相似文献
110.