Results 51 to 60 of about 814 (125)
基于侵蚀力学机制的流域土壤侵蚀模型研究—以长江三峡库区王家桥流域为例
根据王家桥流域观测资料及人工降雨实验成果,从侵蚀力学机制出发,严格区分了坡面侵蚀与流域侵蚀两个不同的概念,建立了坡面侵蚀模数和流域侵蚀模数。计算结果表明,流域内坡面侵蚀只占流域侵蚀模数的7.1%~11.7%,流域侵蚀物质主要来源于沟蚀、部分重力侵蚀。因此在王家桥流域如何开展水保工作是一个值得深思的问题。
夏艳华 张平仓
doaj
斜坡垄作是东北黑土区最普遍的垄作方式之一,但当前关于斜坡垄作对坡耕地土壤侵蚀的影响鲜见报道。为此,基于室内模拟试验,设计2个降雨强度(50,100 mm/h)和2种垄作方式(斜坡垄作和顺坡垄作),分析东北黑土区坡耕地斜坡垄作与顺坡垄作坡面土壤侵蚀的差异。结果表明:(1)在50,100 mm/h降雨强度下,斜坡垄作断垄前坡面侵蚀速率分别是顺坡垄作的0.46%和0.35%;但在45 min的降雨过程中,由于斜坡垄作发生断垄现象,造成50,100 mm/h降雨强度下斜坡垄作坡面侵蚀速率分别是顺坡垄作的1.24,
桑琦明 +6 more
doaj
[Diagnosis and treatment of rare malignant temporal bone tumors]. [PDF]
Gao L, Zhang W, Xia Y.
europepmc +1 more source
通过径流冲刷试验,运用能量守恒原理,分析了坡面土壤侵蚀率(Dr)与径流能耗(ΔE)之间的关系,建立了给定土壤条件下坡面土 侵蚀率估算模型,结果表明,坡面土壤侵蚀的发生具有一定的临界能量条件,以径流能耗作为土壤侵蚀形成的临界参数具有明确的物理意义,当径流能耗大于7.387J时坡面开始有侵蚀发生。
丁文峰 李占斌 等
doaj
伴随着黄土坡面上的产流产沙过程,黄土坡面形态亦在经历一个迅速变化的过程。该文主要研究坡面平面形态及其剖面形态的变化与侵蚀类型及微地貌形态的关系。对于 具有特殊意义的平衡状态下的坡面侵蚀机理之探讨,该文结合前文听阁类过程对面蚀与沟蚀机理分别进行了研究,从而初步提示了黄土坡面侵蚀过程中坡面形态变化的机理。
徐为群 金德生
doaj +2 more sources
[Current diagnosis and treatment of skull base osteomyelitis]. [PDF]
Tian J.
europepmc +1 more source
等高耕作是一种典型的农业耕作措施,通过影响坡面填洼、入渗等进而影响坡耕地坡面土壤侵蚀过程。通过人工模拟降雨试验,设计降雨强度(90 mm/h)、5个地表坡度(3°,5°,10°,15°,20°)以及2种坡面处理(等高耕作和平整坡面),对径流强度、侵蚀率、径流含沙量、减流减沙效益等指标进行综合对比分析,与平整坡面进行比较,探究了黄土高原坡耕地等高耕作措施对坡面土壤侵蚀过程的影响。结果表明:(1)与平整坡面相比,等高耕作明显延缓坡面初始产流时间,使初始产流时间延迟11.58~31.91 min,随着坡度增大,
陆淑宁 +5 more
doaj
Development characteristics and risk assessment of geological hazards along the Lanzhou-Chengdu-Chongqing refined oil pipeline based on machine learning [PDF]
This study focuses on the region along the Lanzhou-Chengdu-Chongqing (Lan-Cheng-Yu) refined oil pipeline, analyzing the development characteristics of geological hazards based on field-surveyed disaster points along the pipeline.
Daojing GUO +4 more
core +1 more source
Near-natural ecological restoration in open-pit mine area [PDF]
Ecological restoration in open-pit mining areas faces some problems such as low self-sustaining capacity and high maintenance costs, especially obvious mining traces after restoration.
Jianan XIA +3 more
core +1 more source
Bank collapse-landslide failure mechanism of typical reverse rock bank slope in Three Gorges Reservoir area [PDF]
At present, most of the reverse rock slope toppling instability failure is interpreted as a progressive overall instability failure controlled by dip angle and structural plane. However, the phenomenon of leading edge collapse is common in some reservoir
Bolin HUANG +4 more
core +1 more source

