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首页> 外文期刊>Earth Surface Processes and Landforms: The journal of the British Geomorphological Research Group >Persistence of road runoff generation in a logged catchment in Peninsular Malaysia
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Persistence of road runoff generation in a logged catchment in Peninsular Malaysia

机译:马来西亚半岛一个采伐的集水区的道路径流产生的持久性

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Measurements of saturated hydraulic conductivity (K-s) and diagnostic model simulations show that all types of logging road/trail in the 14.4 ha Bukit Tarek Experimental Catchment 3 (BTEC3) generate substantial Horton overland flow (HOF) during most storms, regardless of design and level of trafficking. Near-surface K-s(0-0.05 m) on the main logging road, skid trails and newly constructed logging terraces was less than 1, 2 and 34 mm h(-1), respectively. Near-surface K-s on an abandoned skid trail in an adjacent basin was higher (62 nun h(-1)), owing to the development of a thin organic-rich layer on the running surface over the past 40 years. Saturated hydraulic conductivity measured at 0.25 m below the surface of all roads was not different (all <6 mm h(-1)) and corresponded to the K-s of the adjacent hillslope subsoil, as most roads were excavated into the regolith more than 0.5-1 m. After 40 years, only limited recovery in near-surface K-s occurred on the abandoned skid trail. This road generated HOF after the storage capacity of the upper near-surface layer was exceeded during events larger than about 20 mm. Thus, excavation into low-K-s substrate had a greater influence on the persistence of surface runoff production than did surface compaction by machinery during construction and subsequent use during logging operations. Overland flow on BTEC3 roads was also augmented by the interception of shallow subsurface flow traveling along the soilsaprolite/bedrock interface and return flow emerging from the cutbank through shallow biogenic pipes. The most feasible strategy for reducing long-term road-related impacts in BTEC3 is limiting the depth of excavation and designing a more efficient road network, including minimizing the length and connectivity of roads and skid trails. Copyright (c) 2007 John Wiley & Sons, Ltd.
机译:饱和导水率(Ks)的测量和诊断模型模拟表明,在14.4公顷的武吉塔里克实验流域3(BTEC3)中,所有类型的测井道路/小径在大多数暴风雨期间都会产生大量的霍顿陆上径流(HOF),而不论设计和水平如何贩运主要测井道路,滑道和新建测井阶地的近地表K-s(0-0.05 m)分别小于1、2和34 mm h(-1)。在过去的40年中,由于在运行表面上形成了一层薄薄的富含有机物的层,在相邻盆地的一条废弃的滑道上的近地表K-s较高(62 nun h(-1))。在所有道路表面以下0.25 m处测得的饱和水力传导率没有变化(全部<6 mm h(-1)),并且与相邻山坡地基土的Ks相对应,因为大多数道路被开挖到碎石中的程度超过0.5- 1米40年后,废弃的滑道上近地表K-s的恢复有限。在大于约20 mm的事件中,超过上层近地表层的存储容量后,这条路会产生HOF。因此,与在施工期间以及随后在测井作业中使用机械进行表面压实相比,开挖到低Ks基质中对地表径流生产的持久性影响更大。 BTEC3道路上的陆上流量也因截留沿土壤腐泥土/基岩界面行进的浅层地下流以及通过浅层生物成因管道从切石坝涌出的回流而得到了增强。减少BTEC3中与道路相关的长期影响的最可行策略是限制挖掘的深度并设计更有效的道路网络,包括最小化道路和滑道的长度和连通性。版权所有(c)2007 John Wiley&Sons,Ltd.

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