[1]王帮团,徐则民,王帮圆,等.植被发育斜坡土体中根-土间隙的导流特性[J].山地学报,2015,(03):257.
 WANG Bangtuan,XU Zemin,WANG Bangyuan.The Diversion Characteristics of the Soilroot Interstice on a Vegetated Slope[J].Mountain Research,2015,(03):257.
点击复制

植被发育斜坡土体中根-土间隙的导流特性()
分享到:

《山地学报》[ISSN:1008-2186/CN:51-1516]

卷:
期数:
2015年03期
页码:
257
栏目:
山地研究
出版日期:
2015-06-01

文章信息/Info

Title:
The Diversion Characteristics of the Soilroot Interstice on a Vegetated Slope
作者:
王帮团;徐则民;王帮圆;
昆明理工大学地球科学系;昆明理工大学土木系;云南地质勘察设计研究院;
Author(s):
WANG BangtuanXU ZeminWANG Bangyuan
1.Department of Earth Science,Kunming University of Science and Technology,Kunming 650093,China; 2.Department of Civil Engineering,Kunming University of Science and Technology,Kunming 650500,China; 3.Departent of Yunnan Geological Engineering Survey and Desig Institute, Kunming 650041,China
关键词:
植被发育斜坡滑坡降雨入渗根-土间隙
Keywords:
a vegetated slopelandsliderainfall infiltrationsoilroot interstice
分类号:
P642.11,S152.7,TU41
文献标志码:
A
摘要:
水分或溶液在土体中的迁移具有空间和时间上的异质性。以植被发育斜坡云南昭通头寨沟和昆明呈贡段家营为研究试验区,分别运用亚甲基蓝和罗丹明B溶液进行了多次染色示踪渗透试验,发现根-土间隙的导流现象十分明显,其导流作用很可能已经超过了传统的三类土体大孔隙。然而,国内外研究者对根-土间隙方面的研究还比较欠缺。为此,对根-土间隙宽度为0.5~3.0 mm,步长为0.5 mm流道内单相流体摩擦阻力系数和入渗速度进行了理论计算,并讨论了在同一流道和不同间隙流道内影响水分下渗速度的因素,结果表明:根-土间隙的大小对根-土间隙通道内流体的流动特性有着重要影响,随着间隙的减小摩擦阻力系数也相应减小;间隙对流动阻力系...
Abstract:
The moisture or solution migration in soil with heterogeneity in space and time.This paper based on the distribution and vegetation development test area of Touzhai Gully(in Zhaotong of Yunnan,China) and Duanjiaying (in Cheng’gong of Yunnan,China)as the research background,In the experimental area,respectively using methylene blue and rhodamine B solution dyed tracer penetrant test many times and found that the diversion phenomenon is very obvious,the diversion function is likely more important than the traditional three kinds of soil macropore,however,the research of soilroot interstice is relatively lacking at home and abroad. The theoretical calculation was performed to predict the speed of the fluid and the flow characteristics for the developed flow in soilroot interstice with the gap size of 0.5~3.0 mm,the step length is 0.5 mm.The calculation results are in good agreement with experimental data. In addition,the gap size of the soilroot interstice has great impact upon the flow characteristics. The decrease of the gap size reduces the friction factor,and discussed the influence factors of water infiltration in the same channel and different interstice width .The results show that the higher the Reynolds number,the larger the effect of the gap size upon the friction coefficient during singlephase flowing through the soilroot interstice;the effect of the gap size upon the friction coefficient depends on the Reynolds number,and will decrease with the decrease of the Reynolds number. The soilroot interstice width of vegetation development in soil slope are mainly concentrated in 0.5~1.0 mm in Touzhai,the speed of water infiltration is the range of 0.014~0.014 mm/s. On the same area,the infiltration rate of Touzhai Gully test area is 26.28 times to Duanjiaying test area.The existence of soilroot interstice,greatly promoted the rapid infiltration of the soil moisture,the results show that the contribution of soilroot interstice macropore to the landslide preparation is notable.

参考文献/References:

[1] Shakoor A,Smithmyer A J. An analysis of storminduced landslides in colluvial soils overlying mudrock sequennces,southeastern Ohio,USA[J].Engineering Geology,2005,78(3/4):257-274
[2] Ma Dongtao,Zhang Jinshan,Feng Zili,et al. Main causes of the landslide,debris flow and torrential flood disasters on July 20,2004 in Yingjiang of Yunnan and the disaster reduction measures[J]. Disaster Science,2005,20(1):67-71[马东涛,张金山,冯自立,等.2004.7.20云南盈江滑坡泥石流山洪灾害成因及减灾对策[J].灾害学,2005,20(1):67-71]
[3] Cardinali M,Galli M,Guzzetti F,et al. Rainfall induced landslides in December 2004 in southwestern Umbria,central Italy:types,extent,damage and risk assessment[J].Natural Hazards and Earth System Sciences,2006,6:237-260
[4] Lu Guangyao,Sun Zhongning,Wang Jing,et al. Experimental study on heat transfer characteristics of flow in a narrow annular duct[J].Power Engineering,2005,25(2):275-279[路广遥,孙中宁,王经,等.窄缝环形流道内流动传热特性的实验研究[J].动力工程,2005,25(2):275-279]
[5] Sun Zhongning,Sun Licheng,Yan Changqi,et al.Experimental investigation of singlephase flow friction in narrow annuli[J].Nuclear Power Engineering,2004,25(2):123-127[孙中宁,孙立成,阎昌琪,等. 窄缝环形流道单相摩擦阻力特性实验研究[J].核动力工程,2004,25(2):123-127]
[6] Kays W M. Convective heat and mass trass transfer[M].New York:McGraw-Hill Book Company,1996:342
[7] Wu Yulin,Liu Shuhon. Viscous fluid mechanics[M].Beijing:China Water Power Press,2007.[吴玉林,刘树红.粘性流体力学[M].北京:中国水利水电出版社,2007.]
[8] Wambsganss M W,Jendrzejcyk J A,France D M,et al.Frictional pressure gradients in twophase flow in a small horizontal rectangular channel[J].Expermental Thermal and Fluid Science,1992,5(9):40-56
[9] Mishima K,Hibik I,NishiharaH. Some characteristics of gasliquid flow in narrow rectangular ducts[J].Int J Multiphase Flow,1993,22(3):703-712
[10] Olsson C O,Sunden B. Pressure drop characteristics of smallsized tubes[J].ASME Paper,1994,94(5):1-12
[11] Xie Qingqing,Yan Changqi. Cao Xiaxi,et al. Experimental study on singlephase flow characteristics in narrow rectangular channel[J].Atomic Energy Science and Technology,2012,46(2):3-4[谢清清,阎昌琪,曹夏昕,等.窄矩形通道内单相水阻力特性实验研究[J].原子能科学技术,2012,46(2):3-4]
[12] Brighton J A,Jones J B. Fully developed turbulent flow in annuli[J].J Basic Eng,1964,86:835-844
[13] Xu Zemin,Huang Runqiu,Tang Zhengguang,et al.Limitations of biotechnical slope protection and contribution of vegetation to deep seated landslide preparation[J].Chinese Journal of Rock Mechanics and Engineering,2005,24(3):439-440[徐则民,黄润秋,唐正光,等.植被护坡的局限性及其对深层滑坡孕育的贡献[J].岩石力学与工程学报,2005,24(3):439-440]
[14] Moidrup P,Olesen T,Schionning P,et al.Predicting the gas diffusion coefficient in undisturbed soil from soil water characteristics[J].Soil Science Society of America Journal,2000,64(8):94-100
[15] Moidrup P,Olesen T,Komatsu T,et al.Tortuosity,diffusivity,and permeability in the soil liquid and gaseous phases[J].Soil Sci Am J,2001,65(4):613-623
[16] Gao Dongdong,Wu Yon,Wang Xiaotong. Water cycle and groundwater recharge of small watershed rainfall process in a mountain forest system[J].Hydrogeology & Engineering Geology,2014,41(1):11-12[高东东,吴勇,王橚橦.山地森林系统小流域降雨过程水循环与地下水补给[J].水文地质工程地质,2014,41(1):11-12]
[17] Qin Yaodong,Ren Li,Wang Ji. Review on the study of Macropore Flow in soil[J].Advances in Water Science,2000,11(2):203-207[秦耀东,任理,王济.土壤中大孔隙流研究进展与现状[J].水科学进展,2000,11(2):203-207]
[18] Elkadi A I,Rikai J D. Identifying variably saturated waterflow patten in a steep hillslope under intermittent heavy rainfall[J].Hydrogeology Journal,2001,9:231-242
[19] Scanlon B R,Healy W,Cook P G. Choosing appropriate techniques for quantifying groundwater recharge[J].Hydrogeology Journal,2002,(10):18-39
[20] Shen Zhaoli,Wang Yanxin. Review and outlook of water rock interaction studies[J].Earth Science Journal of China University of Geosciences,2002,27(2):127-133[沈照理,王焰新.水-岩相互作用研究的回顾与展望[J].地球科学-中国地质大学学报,2002,27(2):127-133]
[21] Shi Hui,Chen Fengqin,Liu Shirong. Macropores properties of forest soil and its influence on water effluent in the upper reaches of Minjiang River.Acta Ecologica Sinica,2005,25(3):507-512[石辉,陈凤琴,刘世荣.岷江上游森林土壤大孔隙特征及其对水分出流速率的影响[J].生态学报,2005,25(3):507-512]

相似文献/References:

[1]蒋志林,朱静,常鸣,等.汶川地震区红椿沟泥石流形成物源量动态演化特征[J].山地学报,2014,(01):81.
 JIANG Zhilin,ZHU Jing,CHANG Ming,et al.Dynamic Evolution Characteristics of Hongchun Gully Source Area of Debris Flow in Wenchuan Earthquake Region[J].Mountain Research,2014,(03):81.
[2]常鸣,唐川,蒋志林,等.强震区都江堰市龙池镇泥石流物源的遥感动态演变[J].山地学报,2014,(01):89.
 CHANG Ming,TANG Chuan,JIANG Zhilin,et al.Dynamic Evolution Process of Sediment Supply for Debris Flow Occurrence in Longchi of Dujiangyan,Wenchuan Earthquake Area[J].Mountain Research,2014,(03):89.
[3]白永健,倪化勇,王运生,等.喜德采书组“8?31”滑坡工程地质特征及运动过程[J].山地学报,2014,(03):327.
 BAI Yongjian,NI Huayong,WANG Yusheng,et al.Engineering Geological Characteristics and Motor Process of Caishu Landslide in Xide of Sichuan,China[J].Mountain Research,2014,(03):327.
[4]王东坡,何思明,葛胜锦,等.“9?07”彝良地震诱发次生山地灾害调查及减灾建议[J].山地学报,2013,(01):101.
 WANG Dongpo,HE Siming,GE Shengjin,et al.Mountain Hazards Induced by the Earthquake of Sep 07,2012 in Yiliang and the Suggestions of Disaster Reduction[J].Mountain Research,2013,(03):101.
[5]崔鹏,陈晓清,张建强,等.“4·20”芦山7.0级地震次生山地灾害活动特征与趋势[J].山地学报,2013,(03):257.
 CUI Peng,CHEN Xiaoqing,ZHANG Jianqiang,et al.Activities and Tendency of Mountain Hazards Induced by the Ms7.0 Lushan Earthquake,April 20,2013[J].Mountain Research,2013,(03):257.
[6]田述军,孔纪名.基于斜坡单元和公路功能的滑坡风险评价[J].山地学报,2013,(05):580.
 TIAN Shujun,KONG Jiming.Risk Assessment of Landslide Based on Slope Unit and Highway Function[J].Mountain Research,2013,(03):580.
[7]王秀丽,唐亚.树木地貌学在地质灾害研究中的应用[J].山地学报,2014,(06):761.
 WANG Xiuli,TANG Ya.Application of Dendrogeomorphology in the Research of Geological Disasters[J].Mountain Research,2014,(03):761.
[8]方丹,胡卓玮,王志恒,等.基于GIS的北川县地震次生滑坡灾害空间预测[J].山地学报,2012,(02):230.
 FANG Dan,HU Zhuowei,WANG Zhiheng.Spatial Prediction of EarthquakeInduced Secondary Landslide Disaster in Beichuan County Based on GIS[J].Mountain Research,2012,(03):230.
[9]常鸣,唐川,李为乐,等.汶川地震区绵远河流域泥石流形成区的崩塌滑坡特征[J].山地学报,2012,(05):561.
 River Basin,ChinaCHANG Ming,TANG Chuan,et al.The Characteristic of Collapse and Landslide by Wenchuan Earthquake in Debris Flow for Mative Region along the Mianyuan[J].Mountain Research,2012,(03):561.
[10]彭永良,郭得令,胡卸文,等.河北省宽城县某滑坡特征与稳定性评价[J].山地学报,2011,(05):591.
 PENG Yongliang,GUO Deling,et al.Characteristics and Stability Analysis of a Landslide in Kuancheng County, Hebei Province[J].Mountain Research,2011,(03):591.
[11]张磊,徐则民,张露月,等.植被发育斜坡土体物理力学特性[J].山地学报,2015,(02):240.
 ZHANG Lei,XU Zemin,ZHANG Luyue,et al.Physicaland Mechanical Properties of Well Vegetated Slope Soils[J].Mountain Research,2015,(03):240.

备注/Memo

备注/Memo:
收稿日期(Received date):2014-06-09;改回日期(Accepted):2014-08-02。
基金项目(Foundation item):国家自然科学基金-云南联合基金重点项目(U1033601);高等学校博士学科点专项科研基金(20135314110005)。[The National Natural Science Foundation of China-Yunnan Joint Fund and Research Fund for the Doctoral Program of Higher Education of China.]
作者简介(Biography):王帮团(1985-),男,云南昭通人,硕士研究生,主要从事水文地质与工程地质方面研究。[Wang Bangtuan(1985-),male,born in Zhaotong,Yunnan,Graduate student,major in hydrogeology and engineering geology research.]E-mail:wangbangtuan0910@163.com *
通信作者(Corresponding author):徐则民(1963-),男,教授,博士生导师,主要从事滑坡灾害孕育过程方面研究。[Xu Zemin(1963-),male,professor,mainly engaged in the process of landslide disaster preparation.]E-mail:abc5100@188.com
更新日期/Last Update: 1900-01-01