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估算流域非点源污染负荷的降雨量差值法 被引量:43
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作者 蔡明 李怀恩 庄咏涛 《西北农林科技大学学报(自然科学版)》 CSCD 北大核心 2005年第4期102-106,共5页
 结合我国非点源污染监测资料少的实际情况,利用我国现有的水文站降雨资料和水质资料,提出了一种简便易用的流域非点源污染负荷估算方法——降雨量差值法。与传统的径流分割法相比,降雨量差值法能利用现有水文水质资料而无需增加监测项...  结合我国非点源污染监测资料少的实际情况,利用我国现有的水文站降雨资料和水质资料,提出了一种简便易用的流域非点源污染负荷估算方法——降雨量差值法。与传统的径流分割法相比,降雨量差值法能利用现有水文水质资料而无需增加监测项目,即可对流域非点源污染负荷作出估算,计算过程简单,结果合理。 展开更多
关键词 非点源污染 负荷预测 降雨量差值 径流分割
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基于降雨量等级指数法的公路水毁预警预报 被引量:6
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作者 沈水进 孙红月 +1 位作者 钟杰 陈式华 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2013年第5期1996-2001,共6页
基于降雨量等级指数法,在对一定区域进行公路水毁环境区划的基础上,综合考虑地质环境因素和人类工程活动影响及历史经验,建立公路水毁预警预报模型,确定不同流域单元预警等级。最后,运用所建预警模型对浙江省龙泉市岩樟溪流域公路水毁... 基于降雨量等级指数法,在对一定区域进行公路水毁环境区划的基础上,综合考虑地质环境因素和人类工程活动影响及历史经验,建立公路水毁预警预报模型,确定不同流域单元预警等级。最后,运用所建预警模型对浙江省龙泉市岩樟溪流域公路水毁发生的可能性进行判断。研究结果表明:该模型结构简单,操作方便,效果良好,具备一定的工程应用价值。 展开更多
关键词 道路工程 公路水毁 降雨量等级指数 预警预报 环境区划
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连续时序降雨量法在雨水调蓄池设计中的应用 被引量:6
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作者 李尔 曾祥英 《中国给水排水》 CAS CSCD 北大核心 2013年第1期56-58,63,共4页
针对雨水调蓄池有效容积的传统计算方法存在的不足,提出了一种基于连续时序降雨量的新计算方法,该方法以区域实际降雨情况为依据,通过对调蓄池周期性工作过程的模拟,确定调蓄池降雨截流率拟合曲线及模拟方程,并根据雨水截流率目标确定... 针对雨水调蓄池有效容积的传统计算方法存在的不足,提出了一种基于连续时序降雨量的新计算方法,该方法以区域实际降雨情况为依据,通过对调蓄池周期性工作过程的模拟,确定调蓄池降雨截流率拟合曲线及模拟方程,并根据雨水截流率目标确定调蓄池的容积。将该方法应用于昆明市主城区东南片两座雨水调蓄池的设计中,结果表明,由该方法确定的调蓄池有效容积能够达到相关去除效果的要求。 展开更多
关键词 连续时序降雨量法 雨水调蓄池 池容计算
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某水库年径流计算方法适应性分析
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作者 梁永万 蒲彦兵 杨俊 《中文科技期刊数据库(引文版)工程技术》 2024年第3期0115-0118,共4页
在中小型工程设计中,大量工程所在地区水文资料欠缺,设计径流计算困难,需利用径流深等值线法、降雨径流法及水文比拟法等多种方法进行对比分析计算,最后综合选用合理成果。根据多年工作经验及工作实例分析,通过对比各计算方案误差,无资... 在中小型工程设计中,大量工程所在地区水文资料欠缺,设计径流计算困难,需利用径流深等值线法、降雨径流法及水文比拟法等多种方法进行对比分析计算,最后综合选用合理成果。根据多年工作经验及工作实例分析,通过对比各计算方案误差,无资料地区径流计算采用径流深等值线法计算成果较好,其次为降雨量推求径流法,最后为水文比拟法。 展开更多
关键词 径流深等值线 降雨量推求径流 水文比拟
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非点源污染负荷估算方法研究 被引量:21
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作者 蔡明 李怀恩 刘晓军 《人民黄河》 CAS 北大核心 2007年第7期36-37,39,共3页
针对非点源污染负荷定量化比较困难的问题,对其估算方法进行了研究,提出了适合我国资料条件和特点的城区非点源及流域非点源污染负荷估算法,其中流域非点源方法有污染分割法、降雨量差值法、输出系数法、相关关系法,并指出了各种方法的... 针对非点源污染负荷定量化比较困难的问题,对其估算方法进行了研究,提出了适合我国资料条件和特点的城区非点源及流域非点源污染负荷估算法,其中流域非点源方法有污染分割法、降雨量差值法、输出系数法、相关关系法,并指出了各种方法的特点和适用条件。 展开更多
关键词 非点源污染 污染负荷 污染分割 降雨量差值 输出系数
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基于无资料地区多种方法的引乾济石调水工程来水量计算与分析 被引量:1
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作者 李齐 《陕西水利》 2019年第1期32-33,38,共3页
引乾济石是将乾佑河水量调入石砭峪水库的跨流域调水工程,取水来自乾佑河支流老林沟、太峪河、龙潭河三条河流来水量,由于河流上无水文站监测资料,需要采用无资料地区计算方法确定引水坝来水量。为避免单一方法的不准确性,采用面积比拟... 引乾济石是将乾佑河水量调入石砭峪水库的跨流域调水工程,取水来自乾佑河支流老林沟、太峪河、龙潭河三条河流来水量,由于河流上无水文站监测资料,需要采用无资料地区计算方法确定引水坝来水量。为避免单一方法的不准确性,采用面积比拟法、降雨量法、径流深法等三种方法,计算50%、75%、90%、95%不同保证率下径流量,并对三种方法计算结果的精度程度与可靠性进行综合分析与对比,最后确定合理的径流量计算结果。可为引乾济石调水工程来水量可靠性提供科学依据。 展开更多
关键词 无资料地区 面积比拟 降雨量法 径流深 径流量
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红沙泉一号露天煤矿采场涌水量分析及预测
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作者 王强 《陕西煤炭》 2024年第5期94-97,110,共5页
红沙泉一号露天煤矿勘探阶段使用大井法和平均降雨量法预测露天采场涌水量,与实测涌水量偏差较大。根据矿田水文地质条件,以及露天采场涌水量构成与变化规律,结合煤矿开采程度,进行偏差分析。结果表明,采用的年平均降雨量值为较大范围... 红沙泉一号露天煤矿勘探阶段使用大井法和平均降雨量法预测露天采场涌水量,与实测涌水量偏差较大。根据矿田水文地质条件,以及露天采场涌水量构成与变化规律,结合煤矿开采程度,进行偏差分析。结果表明,采用的年平均降雨量值为较大范围年平均降雨平均值,导致涌水量预测结果偏大,而选用水文地质比拟法预测未来3年采场涌水量,误差较小。预测结果为红沙泉一号露天煤矿防治水工作提供了重要参考依据,能够更好地指导安全生产。 展开更多
关键词 露天煤矿 露天采场涌水量 偏差分析 大井 平均降雨量法 水文地质比拟
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漓江流域上游非点源污染负荷估算 被引量:12
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作者 代俊峰 全秋慧 +4 位作者 方荣杰 曾鸿鹄 张红艳 徐勤学 杨利超 《水利水电科技进展》 CSCD 北大核心 2017年第5期57-63,共7页
采用径流分割法(丰枯径流差值法)、降雨量差值法和径流量差值法,基于2005—2014年各月水文和水质数据,进行漓江流域上游非点源污染负荷量的估算。结果表明,径流分割法的非点源污染负荷计算精度最高,丰枯水期污染物负荷差值和流量差值的... 采用径流分割法(丰枯径流差值法)、降雨量差值法和径流量差值法,基于2005—2014年各月水文和水质数据,进行漓江流域上游非点源污染负荷量的估算。结果表明,径流分割法的非点源污染负荷计算精度最高,丰枯水期污染物负荷差值和流量差值的拟合方程决定系数在0.88以上;基于径流分割法的污染物总负荷计算值和实测值的决定系数在0.91以上,计算值与实测值的结果接近。与氨氮和高锰酸盐指数相比,不同方法计算的总磷非点源污染比例呈现较强的稳定性。径流分割法的计算结果显示,2005—2014年高锰酸盐指数的非点源比例平均值为0.70,氨氮的非点源比例平均值为0.73,总磷的非点源比例平均值为0.74,说明非点源污染对漓江流域上游水质的贡献率较高。 展开更多
关键词 非点源污染 径流分割 降雨量差值 径流量差值 漓江
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流域污染负荷分割研究 被引量:20
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作者 蔡明 牛卫华 李文英 《人民黄河》 CAS 北大核心 2006年第7期24-26,共3页
根据排放方式的不同,水体污染可以分为点源污染和非点源污染两大类。鉴于产生机理、污染特性、污染范围等方面的不同,两类污染在区域内各自所占比重、防治方法等亦有所区别。在现实环境保护工作中,为了使污染防治措施更有针对性,有... 根据排放方式的不同,水体污染可以分为点源污染和非点源污染两大类。鉴于产生机理、污染特性、污染范围等方面的不同,两类污染在区域内各自所占比重、防治方法等亦有所区别。在现实环境保护工作中,为了使污染防治措施更有针对性,有必要了解区域内两类污染各自所占的份额。以渭河流域陕西段为实例,分别运用径流分割法、降雨量差值法对流域内1991~1999年污染负荷进行了分割,并进行相互比较。结果表明,两种方法可以从不同的侧面分别对流域污染负荷进行分割,且两者分割结果相近,可以为流域污染防治政策的制定提供参考;流域内两类污染负荷所占比重大体相当,枯水年点源污染比重略高,而丰水年非点源污染比重较大。 展开更多
关键词 污染负荷 径流分割 降雨量差值 渭河流域
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缺乏实测径流资料时设计年径流量的分析计算 被引量:6
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作者 赵淑兰 《水利科技与经济》 2012年第12期73-74,86,共3页
在缺乏实测径流资料的地区,设计年径流量分析计算主要通过参数等值线法和水文比拟法来推求。参数等值线法利用参数等值线图进行地理插值,获得统计参数,进而求得不同频率下的设计径流值;水文比拟法是与参证站影响径流的各项因素相似为前... 在缺乏实测径流资料的地区,设计年径流量分析计算主要通过参数等值线法和水文比拟法来推求。参数等值线法利用参数等值线图进行地理插值,获得统计参数,进而求得不同频率下的设计径流值;水文比拟法是与参证站影响径流的各项因素相似为前提下,将参证站的水文资料移置到设计流域上来,从而求得设计径流量。以常王项目区红网河支流石子河设计径流分析计算作为典型例子,通过直接法、降雨量修正法和水文比拟法3种方法,计算得出不同保证率下设计径流量,并分析成果的合理性。 展开更多
关键词 水文比拟 参数等值线 直接 降雨量修正 径流计算
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Comparison of semivariogram models for kriging monthly rainfall in eastern China 被引量:5
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作者 汤燕冰 《Journal of Zhejiang University Science》 CSCD 2002年第5期584-590,共7页
An exploratory spatial data analysis method (ESDA) was designed Apr.28,2002 for kriging monthly rainfall. Samples were monthly rainfall observed at 61 weather stations in eastern China over the period 1961-1998. Comp... An exploratory spatial data analysis method (ESDA) was designed Apr.28,2002 for kriging monthly rainfall. Samples were monthly rainfall observed at 61 weather stations in eastern China over the period 1961-1998. Comparison of five semivariogram models (Spherical, Exponential, Linear, Gaussian and Rational Quadratic) indicated that kriging fulfills the objective of finding better ways to estimate interpolation weights and can provide error information for monthly rainfall interpolation. ESDA yielded the three most common forms of experimental semivariogram for monthly rainfall in the area. All five models were appropriate for monthly rainfall interpolation but under different circumstances. Spherical, Exponential and Linear models perform as smoothing interpolator of the data, whereas Gaussian and Rational Quadratic models serve as an exact interpolator. Spherical, Exponential and Linear models tend to underestimate the values. On the contrary, Gaussian and Rational Quadratic models tend to overestimate the values. Since the suitable model for a specific month usually is not unique and each model does not show any bias toward one or more specific months, an ESDA is recommended for a better interpolation result. 展开更多
关键词 KRIGING Semivariogram model Monthly rainfall Eastern China
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The Curl of Q Vector: A New Diagnostic Parameter Associated with Heavy Rainfall 被引量:3
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作者 YANG Shuai WANG Dong-Hai 《Atmospheric and Oceanic Science Letters》 2008年第1期36-39,共4页
As a powerful tool to diagnose vertical motion, frontogenesis, and secondary circulation, the Q vector and its divergence are widely used. However, little attention has been given to the curl of Q vector. In this pape... As a powerful tool to diagnose vertical motion, frontogenesis, and secondary circulation, the Q vector and its divergence are widely used. However, little attention has been given to the curl of Q vector. In this paper, a new set of analyses combining the divergence of the Q vector (DQ) with the vertical component of the curl of the Q vector (VQ) is applied to a Northeastern cold vortex rainfall case. From the derivation, it was found that the expressions of the Q vectors and their divergences in saturated moist flow (DQm) differ from those of dry and unsaturated moist atmosphere (DQ), while the VQs of various background flows are exactly the same, which largely simplified the analyses. This case study showed that, compared with the DQ, not only can the DQm diagnose precipitation more effectively, but the VQ may also be indicative of precipitation (especially for heavy rainfall and strong convection) because of its direct, close relationship with ageostrophic motion. Thus, the VQ may be computed and analyzed with ease, and may serve as a useful tool for analyses of precipitation and strong convective svstems. 展开更多
关键词 the divergence of Q vector the curl of Qvector Northeastern rainfall
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A WD-GA-LSSVM model for rainfall-triggered landslide displacement prediction 被引量:14
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作者 ZHU Xing MA Shu-qi +1 位作者 XU Qiang LIU Wen-de 《Journal of Mountain Science》 SCIE CSCD 2018年第1期156-166,共11页
This paper proposes a WD-GA-LSSVM model for predicting the displacement of a deepseated landslide triggered by seasonal rainfall,in which wavelet denoising(WD)is used in displacement time series of landslide to elimin... This paper proposes a WD-GA-LSSVM model for predicting the displacement of a deepseated landslide triggered by seasonal rainfall,in which wavelet denoising(WD)is used in displacement time series of landslide to eliminate the GPS observation noise in the original data,and genetic algorithm(GA)is applied to obtain optimal parameters of least squares support vector machines(LSSVM)model.The model is first trained and then evaluated by using data from a gentle dipping(~2°-5°)landslide triggered by seasonal rainfall in the southwest of China.Performance comparisons of WD-GA-LSSVM model with Back Propagation Neural Network(BPNN)model and LSSVM are presented,individually.The results indicate that the adoption of WD-GA-LSSVM model significantly improves the robustness and accuracy of the displacement prediction and it provides a powerful technique for predicting the displacement of a rainfall-triggered landslide. 展开更多
关键词 WD-GA-LSSVM Landslide Rainfall Displacement prediction Wavelet denoising
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DIAGNOSTIC INVESTIGATION OF SIMULATION BIAS WITH THE GRAPES-MESO MODEL FOR A TORRENTIAL RAIN CASE
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作者 孔荣 王建捷 《Journal of Tropical Meteorology》 SCIE 2007年第1期69-72,共4页
In this paper, the numerical simulation bias of the non-hydrostatic version GRAPES-Meso (Mesoscalc of the Global and Regional Assimilation and Prediction System) at the resolution of 0.18° for a torrential rain... In this paper, the numerical simulation bias of the non-hydrostatic version GRAPES-Meso (Mesoscalc of the Global and Regional Assimilation and Prediction System) at the resolution of 0.18° for a torrential rain case, which happened in May 31st to June 1st 2005 over Hunan province, are diagnosed and investigated by using the radiosondes, intensive surface observation, and the operational global analysis data, and the sensitivity experimental results as well. It is shown in the result that the GRAPES-Meso could reproduce quite well the main features of large-scale circulation and the distribution of the accumulated 24h precipitation and the key locations of tile torrential rainfall arc captured reasonably well by the model. I fowever, bias exist in the simulation of the mesoscale features of the torrential rain and details of the relevant systems. for example, the simulated rainfall that is too earlier in model integration and remsrkable. underpredictien of the peak value of rainfall rates over the heaviest rainfall region, the weakness of the upper jet siimulation and the overpredietion of the south-west wind in the lower troposphere etc. The investigation reveals that the sources of the simulation bias are different. The erroneous model rainfall in the earlier integration stage over the heaviest rainfall region is induced by the model initial condition bias of the wind field at ablaut 925hPa over the torrential rainfall region, where the bias grow rapidly and spread upward to about 600hPa level within the few hours into the integration and result in abnormal convergence of the wind and moisture, and thus the unreal rainfall over that region. The large bias on the simulated rainfall intensity over the heaviest rainfall region might be imputed to the following combined facters of(1) the simulation bias on the strength and detailed structures of the upper-level jet core which bring about significant, underpredictions of the dynamic conditions (including upper-level divergence and the up,yard motion for heavy rainfalt due to unfavorable mesoscale vertical coupting between the strong, upper-level divergence and Iower-level convergence; and (2) the inefficient coupling of the cumulous parameterzation scheme and the explicit moisture in the integration, which causes the failure of the explicit moisture scheme in generating grid-scale rainfall in a certain extent through inadequate convective adjustmenl and feedback to the grid-scale, In addition, the interaction of the combined two factors could form a negative feedback to the rainfall intensity simulation, and eventually lead to the obvious undcrprediction of the rainfall rate. 展开更多
关键词 GRAPES-Meso torrential rainfall simulation bias diagnosis
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Characteristics of Rainfall Erosivity Based on Tropical Rainfall Measuring Mission Data in Tibet, China 被引量:7
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作者 FAN Jian-rong CHEN Yang +1 位作者 YAN Dong GUO Fen-fen 《Journal of Mountain Science》 SCIE CSCD 2013年第6期1008-1017,共10页
Rainfall erosivity in Tibet from 2000 to 2OlO was estimated based on simplified erosion prediction model using daily rainfall data derived from the Tropical Rainfall Measurement Misssion (TRMM) 3B42 rainfall measure... Rainfall erosivity in Tibet from 2000 to 2OlO was estimated based on simplified erosion prediction model using daily rainfall data derived from the Tropical Rainfall Measurement Misssion (TRMM) 3B42 rainfall measurement algorithm. Semi- monthly erosive rainfall and rainfall erosivity were validated using weather station data. The spatial distribution of annual rainfall erosivity as well as its seasonal and annual variation in Tibet was also examined. Results showed that TRMM 3B42 data could serve as an alternative data source to estimate rainfall erosivity in the area where only data from sparsely distributed weather stations are available. The spatial distribution of rainfall erosivity in Tibet generally resembles the distribution of multi-year average of annual rainfall. Annual rainfall erosivity in Tibet decreased from the southeast to the northwest. The concentration degree of rainfall erosivity shows an increasing trend from the southeast to the northwest. High rainfall erosivity accompanies low rainfall erosivity concentration degree and vice versa. Rainfall erosivity increased in the middle and western Tibet and decreased in the southeastern Tibet during the 11 years of this study. 展开更多
关键词 Rainfall erosivity TRMM 3B42 data TIBET Temporal distribution Spatial distribution
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