设计修订以提高矿山尾矿复植的工厂性能
Mark G Johnson1, David M Olszyk1, Tamotsu Shiroyama2
1U.S. Environmental Protection Agency, Pacific Ecological Systems Division, Center for Public Health and Environmental Assessment, Corvallis, Oregon, USA.
概括
用石灰和生物炭修改低pH矿山尾矿显著改善了道格拉斯苗的生存和生长. 这些修正案对于成功地恢复受污染的矿场的植被至关重要.
科学领域:
- 环境科学 环境科学
- 土壤科学 土壤科学
- 林业林业 林业 林业 林业
背景情况:
- 福尔摩萨矿山的尾矿呈现出低pH,金属污染的环境,对工厂的建立具有挑战性.
- 以前的复植尝试因恶劣的条件和修正案的潜在植物毒性而受到阻碍.
- 道格拉斯 (Pseudotsuga menziesii) 是在这些地区重新造林工作的关键物种.
研究的目的:
- 评估各种补救性修正案的有效性,以在低pH矿山尾矿上建立道格拉斯杉.
- 确定最佳的修改策略,以改善污染土壤中的苗木生存和生长.
主要方法:
- 通过使用Formosa矿山尾矿进行了两次温室实验.
- 测试的修改包括石灰,生物固体 (BS),针叶植物生物炭 (BC) 和微生物注射剂 (LSM).
- 在不同的修改组合和应用率下,对幼苗的生存和生长进行了监测.
主要成果:
- 石灰应用增加了尾巴的pH值,使初始幼苗的生存成为可能.
- 高的生物固体含量是植物毒性,而与石灰一起添加生物炭进一步增加了pH值,降低了电导率,并改善了道格拉斯杉的生存率.
- 在实验中,石灰和生物炭对道格拉斯的生存有着持续的好处.
结论:
- 建议修改低pH,金属污染的矿山尾矿用石灰,一种营养来源,和生物炭,以获得成功的再生植被.
- 这些修正案为道格拉斯树的建立和增长创造了更有利的环境.
- 这些发现为恢复退化矿场提供了关键的建议.
相关概念视频
Design Example: Maintaining Level of an Embankment
65
Constructing a roadway embankment over uneven terrain requires precise leveling to ensure stability and proper drainage. Surveyors use a leveling instrument and staff to calculate ground elevations and determine the required fill material at each point along the embankment alignment.The process begins by positioning a leveling instrument near a benchmark with a known elevation. A backsight reading establishes the instrument height, which serves as a reference for subsequent measurements. A...
65
Bioremediation
18.4K
Bioremediation is the use of prokaryotes, fungi, or plants to remove pollutants from the environment. This process has been used to remove harmful toxins in groundwater as a byproduct of agricultural run-off and also to clean up oil spills.
18.4K
Design Example: Managing Concrete Workability
81
This example deals with managing the workability of concrete for a raft foundation project under hot weather conditions. Workability is crucial for ensuring the concrete is easy to place, compact, and finish. In this scenario, a slump test — a common method to measure the workability of fresh concrete — initially indicated low workability. This was attributed to the rapid water loss from the concrete mix, exacerbated by the high temperatures causing the course aggregates to heat up.
81


