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基于土壤肥力恢复力模型的河曲露天煤矿复垦治理效果评价

赵洪宝 李岳 张鸿伟 刘绍强

矿业科学学报2024,Vol.9Issue(1):77-87,11.
矿业科学学报2024,Vol.9Issue(1):77-87,11.DOI:10.19606/j.cnki.jmst.2024.01.008

基于土壤肥力恢复力模型的河曲露天煤矿复垦治理效果评价

Evaluation of reclamation in Hequ open-pit coal mine dump:soil fertility restoration model

赵洪宝 1李岳 1张鸿伟 1刘绍强1

作者信息

  • 1. 中国矿业大学(北京)能源与矿业学院,北京 100083
  • 折叠

摘要

Abstract

This study established a comprehensive evaluation model for soil fertility in an open-pit coal mine dump in Jiuxian County of Hequ by drawing on Fuzzy Analytic Hierarchy Process(FAHP)and expert scoring theory.4 criteria and 25 factors were applied for soil structural stability,water retention capacity,fertility retention capacity,and biological activity.Using the YAAHP calculation software,this study proposed the weights of various influencing factors on the soil fertility restoration ability of the waste dump.The results indicate that soil fertility retention ability bears the highest weight(0.547 7),followed by soil water retention ability(0.198 0),soil biological activity(0.140 8),and soil structural stability(0.113 5)in the evaluation rubric,while organic matter F1 bears the highest weight(0.116 2)among other factors;Based on on-site sampling,results showed that the soil quality in the reclaimed ar-ea outperformed the uncultivated area,but still persists at lower to medium levels.The main factor for soil resilience is soil fertility retention capacity,especially the content of soil organic matter.Soil fertility restoration model offers references for improving soil quality in waste dump,accelerating soil reconstruc-tion,and promoting soil ecosystem restoration.

关键词

露天煤矿/排土场/复垦/土壤恢复力/模糊层次分析法/土壤肥力

Key words

open-pit coal mine dump/reclaim/soil resilience/fuzzy analytic hierarchy process/soil fer-tility

分类

矿业与冶金

引用本文复制引用

赵洪宝,李岳,张鸿伟,刘绍强..基于土壤肥力恢复力模型的河曲露天煤矿复垦治理效果评价[J].矿业科学学报,2024,9(1):77-87,11.

基金项目

教育部工程研究中心开放基金(LKF202001) (LKF202001)

越崎杰出学者(800015Z1179) (800015Z1179)

国家自然科学青年基金(51804222) (51804222)

河北省生态智慧矿山联合基金(E2020402036) (E2020402036)

矿业科学学报

OA北大核心CSTPCD

2096-2193

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