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The rapid acceleration of urbanization, combined with the proliferation of impervious surfaces and the inherently low permeability of soil layers, has worsened urban waterlogging. This study explores the layout of filter element seepage wells within a sponge city framework to enhance rainwater infiltration and reduce surface water accumulation, proposing an optimized method for determining well spacing and depth. The optimization uses a multi-objective genetic algorithm to target the construction cost, seepage velocity, total head, and pore water pressure. A combined weighting method assigns weights to each aim, while the Technique for Order Preference by Similarity to an Ideal Solution (TOPSIS) determines the perfect spacing and depth. The results show that the optimal spacing and depth of the filter element seepage wells are 1.572 m and 2.794 m, respectively. Compared to the initial plan, the optimized scheme reduces construction costs by 21.31%, increases the rainwater infiltration efficiency by approximately 200%, raises the total hydraulic head by 17.23%, and decreases the pore water pressure by 5.73%. Sensitivity analysis shows that the optimized scheme remains stable across different weight combinations. This optimized layout significantly improves both the infiltration capacity and cost-effectiveness.

期刊论文 2025-05-01 DOI: 10.3390/w17091367

Mismanagement and human activities in the environment have a significant effect on increasing the loss of soil. Therefore, the current research is planned to incorporate management responses in the direction of soil erosion changes from the past (2011), the current situation (2021), and the future (2031) through the RUSLE and DPSIR models. In this regard, first, the Landsat 5 and 8 satellite images of 2011 and 2021 have been used to prepare the land cover map of the Eskandari Watershed. Then, the prediction of land cover change was done using the Markov model, and soil erosion was calculated with RUSLE. Then, by organizing a workshop with the presence of stakeholders and experts, the driving force-pressures-state-impacts-responses (DPSIR) were investigated in the direction of soil erosion changes. Finally, the stakeholder's responses were ranked and components were prioritized by the TOPSIS method. The results show that soil erosion in 2011, 2021, and 2031 is 4.49, 7.13, and 11.44 ton/h/y, respectively. In addition, the main driver for increasing soil erosion in the region is the expansion of agricultural land (82.0%). The pressure of destruction and change of land use (90.1%) is one of the most important reasons for the development of improper agriculture (86.5%) in the region, which has the most main effect on the increase of flood and erosion damage (82.5%). In this regard; strengthening of supervisory and executive mechanisms and modification of laws with a score of 0.741 is an appropriate management response in the Eskandari Watershed. Also, the implementation of comprehensive watershed management programs (0.694) and management and organizational cohesion (0.551) are assigned the next priorities respectively. Finally; the results of prioritization based on the weights obtained regarding the contribution of the components in the direction of increasing soil erosion showed that the pressure component (0.302) has the highest contribution and the impact (0.24), driver (0.231) and state (0.227) components are respectively in the next priorities. While; the suggested with the implementation of management responses; the contribution of pressure, impact, state, and driver components on soil erosion in the watershed should be reduced to 0.396, 0.272, 0.247, and 0.085 respectively. In this regard; the current research is significant in terms of the attention of managers and experts in the implementation of corrective management based on the results obtained. So; to prevent the increase of soil loss and improve the watershed situation, the policies of the land sector should be carried out in a larger context and with internal and external cooperation.

期刊论文 2024-09-01 DOI: 10.1016/j.indic.2024.100412 ISSN: 2665-9727

Uncontrolled wildfires pose a significant threat, potentially causing extensive damage to biodiversity, soil quality and human resources. It's crucial to swiftly detect and predict these wildfires to minimize their catastrophic consequences. To address this, our research introduces a wildfire prediction model that ranks cities based on risk leveraging multi-criteria decision-making (MCDM) to systematically assess conflicting factors in decision-making. This model integrates wildfire risks into a city's resilience strategy, utilizing fuzzy set theory to manage imprecise data and uncertainties. As part of this approach, we compile a new dataset encompassing weather patterns, vegetation types, terrain features and population density across various Californian cities. Ultimately, the model assesses and ranks the wildfire risk for each city in California.

期刊论文 2024-09-01 DOI: 10.1142/S1793351X24420029 ISSN: 1793-351X

寒区明渠在冬季冻害风险高,影响工程的长期运行安全以及耐久性和稳定性,准确、合理的冻害风险评估至关重要。通过对渠道冻害特征及类型的剖析,并结合现场调研、文献研究和专家咨询,从冻害主体、自然条件、监管与防控3个维度提出15个二级指标构成评价指标体系并对指标等级进行量化。采用改进G2-CRITIC法计算主客观权重,用最小信息熵原理(MIE)进行主客观组合赋权,选取TOPSIS模型确定渠道冻害指标值,最后结合相关规范以及工程实践确定冻害风险等级。以新疆北部某工程为原型,通过现场调查选取4个典型渠段,应用该模型进行冻害风险评估并对不同渠段进行障碍度因子诊断。结果表明:各渠段均存在不同程度冻害风险,评价等级均在Ⅱ级以上,部分渠段出现严重冻害,与实际基本相符。气象、土质条件及水分补给条件所占权重较高、影响较大,是渠道冻害的关键影响因素。不同渠段应结合承灾体自身特性、自然环境状况及监管防控因素进行综合分析,采取有效措施以降低渠道工程冻害风险。本研究可为寒区渠道冻害风险评估提供科学参考和理论依据。

期刊论文 2024-01-22

为解决松嫩平原碳酸盐渍土对工程的不利影响,且削弱季节冻土区冻融循环对碳酸盐渍土带来的损伤,采用无机材料石灰和粉煤灰对碳酸盐渍土进行改良。研究了不同改良方案下碳酸盐渍土抗剪强度的变化及其抵抗冻融循环的能力;通过熵权-TOPSIS模型对各改良方案进行评价。结果表明:石灰和粉煤灰均会提升碳酸盐渍土的抗剪强度,但是石灰的改良效果远胜于粉煤灰,石灰会使得碳酸盐渍土的应力-应变曲线变成应变软化型;粉煤灰在提升碳酸盐渍土抵抗冻融损伤能力上表现得比较突出;而双掺石灰和粉煤灰明显兼顾了强度和抵抗冻融损伤能力这2个指标;在考虑力学性能、抗冻融能力以及经济等因素时,石灰和粉煤灰的掺量均为12%的方案最优。

期刊论文 2023-06-13

依托西宁至青海湖至茶卡铁路的西宁西至湟源段线路布线方案比选实例,以改进TOPSIS决策方法为理论支撑,选取线路长度、桥梁总长、隧道总长、平面交点数、拆迁面积、投资总额共6个主要工程数量因子作为评价指标,利用熵权法计算评价因子的权重,引入向量夹角余弦概念,得到各方案至正、负理想解的距离,并计算相应的贴进度,进而将铁路选线方案排序择优,实现对铁路线路方案科学合理的比选。结果表明:在铁路项目的前期研究阶段,采用主要工程数量因子作为评价指标可避免数据难以获取、数据复杂等弊端;改进的TOPSIS决策方法具有逻辑严谨、形象直观等特点,可得出适用于铁路线路方案比选的理论方法。

期刊论文 2021-07-07

寒冷地区公路建设日趋发展,公路建设对土壤、植被等生态因子产生影响,导致寒区路域生态环境恶化。以典型寒区代表黑龙江省公路为研究对象,创新性地提出将冻土环境作为寒区生态环境评价的重要方面,建立公路施工期路域生态环境影响综合评价指标体系,利用组合赋权法确定指标权重,建立TOPSIS模型,通过计算各级指标贴近度来确定公路施工期路域生态环境影响评价等级。对国道丹阿公路呼十段进行了评价,评价结果为Ⅱ级。结果表明:建立的评价指标体系适用于黑龙江省公路生态环境评价,组合赋权法确定的权重科学合理,TOPSIS模型适用于黑龙江省公路施工期路域生态环境影响评价。

期刊论文 2020-10-22 DOI: 10.19782/j.cnki.1674-0610.2021.01.039

为合理全面确定各影响因子及其权重,客观分析青藏铁路冻土路基安全性,基于ANP结构模型和扩展TOPSIS方法建立青藏铁路冻土路基安全性分析模型。模型选取7个典型监测断面,确定17个主要影响因子,利用ANP结构模型并基于Super Decision软件分析各因子权重,然后基于扩展TOPSIS方法计算各监测断面的灰色关联度,得出各监测断面的安全性排序。将分析结果与已有成果进行对比,结果基本一致;将评价结果与实际对比分析可知,7个监测断面的安全性与现场情况高度吻合。利用所提出的模型进行路基安全性分析是有效的。

期刊论文 2018-05-04 DOI: 10.19713/j.cnki.43-1423/u.2018.03.009
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