CAJ | 학술논문

为了明确地表糙度与坡面径流特征及其水力学参数之间的相互作用，通过模拟人工锄耕、人工掏挖、等高耕作和对照组直型坡等4种不同糙度的地表，在室内模拟降雨条件下，对不同糙度坡面上的径流特征和水力学参数（雷诺数、弗劳德数、阻力系数和水流剪切力）以及降雨前后地表糙度的变化进行了测量与计算。结果表明，雨前雨后各措施坡面的地表糙度为：等高耕作>人工掏挖>人工锄耕>直型坡。相同雨强和降雨历时下，不同糙度坡面其径流特征差异显著。初始地表糙度越大的坡面，径流越容易稳定在层流状态；反之，径流越倾向于往紊流发展。对人工锄耕、人工掏挖、等高耕作3种耕作措施来说，在相同雨强和降雨历时下，初始糙度越大的坡面，其断面流量、径流量和产沙量越小。坡面初始地表糙度越大，径流阻力系数也越大，但坡面径流的雷诺数、弗劳德数和径流剪切力则越小，径流对地表糙度具有减小作用，雷诺数和水流剪切力越大，径流对地表糙度的减小作用越弱。研究结果为深入理解坡面地表糙度与其水文特征之间的相互作用提供参考。
위료명학지표조도여파면경류특정급기수역학삼수지간적상호작용，통과모의인공서경、인공도알、등고경작화대조조직형파등4충불동조도적지표，재실내모의강우조건하，대불동조도파면상적경류특정화수역학삼수（뢰낙수、불로덕수、조력계수화수류전절력）이급강우전후지표조도적변화진행료측량여계산。결과표명，우전우후각조시파면적지표조도위：등고경작>인공도알>인공서경>직형파。상동우강화강우력시하，불동조도파면기경류특정차이현저。초시지표조도월대적파면，경류월용역은정재층류상태；반지，경류월경향우왕문류발전。대인공서경、인공도알、등고경작3충경작조시래설，재상동우강화강우력시하，초시조도월대적파면，기단면류량、경류량화산사량월소。파면초시지표조도월대，경류조력계수야월대，단파면경류적뢰낙수、불로덕수화경류전절력칙월소，경류대지표조도구유감소작용，뢰낙수화수류전절력월대，경류대지표조도적감소작용월약。연구결과위심입리해파면지표조도여기수문특정지간적상호작용제공삼고。
Soil surface roughness (SSR) is used to describe irregularities in the soil surface at a small scale. It is affected by tillage systems, soil properties, runoff, micro topography, and climate. The objective of this paper was to study the mutual influence of SSR and characteristic of runoff as well as its hydraulic parameter under four different tillage systems. Artificial shallow plowing (ASP), artificial deep plowing (ADP), contour plowing (CP), and no treatment tillage (CK) were simulated in the laboratory to form four different soil surface roughness. Soil sample was filled into a 2.0 m × 1.0 m × 0.5 m iron slope-adjustable box. The soil in the box were exposed to 60 mm/h and 120 mm/h simulated rainfall for 90 min at slope 36%. Soil surface roughness was measured before and after each rainfall event. Runoff was measured in every two min since runoff occurred. The shape of runoff and runoff pattern were observed during the rainfall events. Reynolds number, Froude number, Resistance coefficient and Flow shear stress were calculated. Results showed that SSR was in an order of CP>ADP>ASP>CK before and after the rainfall simulation. In the same condition of rainfall intensity and duration, soil surfaces with different SSR showed significant difference in runoff. The higher the initial SSR was, the easier the runoff was in stable state and the flow was a laminar flow. On the contrary, the smaller initial SSR was, the easier the runoff was in turbulent flow state. Tillage with bigger initial SSR showed smaller quantity of flow, runoff, and sediment yield. Under 60 mm/h rainfall, the initial SSR of CP was 6.51 mm, which had the smallest runoff volume of 75.79 L. The initial SSR of ADP and ASP were 4.90 mm and 4.17 mm, respectively. The runoff volume of ADP and ASP were respectively 85.93 L and 87.13 L. The initial SSR of CK was the smallest one (0.36 mm). Its runoff volume was 97.83 L. The initial SSR was negatively correlated to the runoff volume significantly as well as Reynolds number, Froude number, and flow shear stress, but it showed a positive correlation with the resistance coefficient of runoff. The 120 mm/h rainfall had the same variation trend as 60 mm/h intensity. The SSR change rate was also calculated from the SSR before and after the rainfall events. This parameter can reflect the effect of runoff on SSR change. The pattern of runoff and flow shear stress affected SSR during runoff process. On the one hand, runoff can cut the surface peak area and fill the depression area to decrease SSR at inter-rill area. On the other hand, runoff scoured rills, shear rills bed off, corroded soil particles of rills to increase SSR. Both the decrease and the increase coexisted in the process of the runoff. However, after rill erosion occurred, inter-rill area was domination while rill erosion was subordinate. Hence, runoff showed decreasing effect on SSR apparently after a complete rainfall. The Reynolds number and flow shear stress of runoff presented a negative correlation with the decreasing effect on SSR. The Reynolds number and flow shear stress of CK were the largest, it were 239 and 8.62 Pa for 60 mm/h rainfall, 1893 and 27.23 Pa for 120 mm/h rainfall. The SSR of CK decreased 27.61%for 60 mm/h rainfall and 70.48% for 120 mm/h rainfall, which were the lowest among the four tillage systems. Reynolds number and flow shear stress of CP were the smallest, it were 82 and 6.67 Pa for 60 mm/h rainfall, 738 and 20.05 Pa for 120 mm/h rainfall. But the SSR of CP decreased by 34.49%for 60 mm/h rainfall and by 84.25%for 120 mm/h rainfall, respectively. The research results provide reference for further understanding of the interaction between surface roughness and its hydrological characteristics.