摘要:Afill在公共道路上邊坡破壞始于2002年2月1滑坡.不列顛哥倫比亞省
省公路運(yùn)輸有限公司承包兵馬俑侵蝕控制,以設(shè)計和實(shí)施土壤
生物工程/生物技術(shù)的斜坡,以減少地表侵蝕,增加邊坡穩(wěn)定技術(shù)
穩(wěn)定.該滑坡約18米(59),寬70米(230)長,并組成
大多數(shù)是沙子,用泥沙,礫石一小部分,小石塊和鵝卵石.該坡度
滑坡范圍從35至40度.滲水是看到整個網(wǎng)站,以及下文張力裂紋
在最近的失敗就2003年3月12日實(shí)地訪問頭崖.土壤生物工程是一個處方
發(fā)達(dá)國家和sitewas然后處理inMay 2003年. Acombination以下技術(shù)和治療
被用來在網(wǎng)站上,刷層,生活極排水渠,排水fascines,植生木樁,草木電梯,秸稈沃特爾斯,
侵蝕摳圖,對(原生榿貽貝苗種植過磷酸鈣.sinuata)和廣播直播.下面
插穗種使用;柳藻. (scoulieriana,bebbiana)和楊樹艾納香ssp.trichocarpa.該
插穗收獲休眠,然后放入冷藏浸泡.一個Spyder的鋤頭是利用安裝
大部分的結(jié)構(gòu),并重新級斜坡輪廓.在這個網(wǎng)站上的一個Spyder的鋤頭使用演示
howcuttings可以種植在一個比使用人工挖掘更深入,在更深和更高的生根結(jié)果
存活率.該Spyder的鋤頭還提出,如原木和石塊大障礙.這些土壤生物工程
通過處理技術(shù)有助于穩(wěn)定表面侵蝕網(wǎng)站的表面層.本次現(xiàn)場極排水系統(tǒng)
指導(dǎo)表面seepagewater到坡腳.通過建立聯(lián)awoody灌木組成部分,
用草和豆科牧草生長在網(wǎng)站上,里靈和gullying降低.現(xiàn)場附近的賭注放在總站
滑坡錨提供一個跨交織根大規(guī)模的土壤.豆科植物的幼苗和提供
根深蒂固的固氮樹種.該網(wǎng)站進(jìn)行了監(jiān)測,在夏季和秋季和2003年又在
2004年春季和2007年秋季和夏季.目前的成活率> 85%,平均生長高度
高達(dá)2.4米.良好的增長率是由于長期浸泡時間和有機(jī)土壤改良劑
接種菌根菌,包括本地.
(速度采納我的!)
英語翻譯
英語翻譯
ABSTRACT:Afill slope failure on a public road initiated a landslide in February of 2002.The British Columbia
Ministry of Highways and Transportation contracted Terra Erosion Control Ltd.to design and implement soil
bioengineering/biotechnical slope stabilization techniques in order to reduce surface erosion and increase slope
stabilization.The landslide was approximately 18 m (59\4) in width and 70 m (230\4) in length,and was composed
of mostly sand,with a small component of silt,gravel,and cobbles to small boulders.The slope gradient of the
landslide ranges from 35 to 40 degrees.Seepage was noticed throughout the site,as well as a tension crack below
the recent failure head scarp during a field visit on March 12,2003.A soil bioengineering prescription was
developed and the sitewas then treated inMay of 2003.Acombination of the following techniques and treatments
were used on the site; brush layers,live pole drains,drain fascines,live staking,vegetated lift,straw wattles,
erosion matting,the planting of native seedlings (Alnus viridis ssp.sinuata) and broadcast seeding.The following
species of cuttings were used; Salix sp.(scoulieriana,bebbiana) and Populus balsamifera ssp.trichocarpa.The
cuttings were harvested dormant,placed in cold storage and then soaked.A Spyder Hoe was utilized to install
most of the structures and to re-grade the contour of the slope.On this site the use of a Spyder Hoe demonstrates
howcuttings can be planted at a greater depth than using manual excavation,resulting in deeper rooting and higher
survival rate.The Spyder Hoe also moved large obstacles such as logs and boulders.These soil bioengineering
techniques help stabilize the surface layer of the site by addressing surface erosion.The live pole drain system
directs surface and seepagewater to the toe of the slope.By establishing awoody shrub component,in conjunction
with grasses and legumes growing on the site,rilling and gullying is reduced.Live stakes placed near the terminus
of the landslide anchor the soil by providing an inter-twined root mass.The seedlings and legumes provide a
deep-rooted nitrogen fixing species.The site was monitored during the summer and fall of 2003 and again in the
spring and summer of 2004 and fall of 2007.The survival rate is currently>85% with an average growing height
of up to 2.4 meters.Good growth rates were attributed to a long soaking period and organic soil amendment
including local mycorrhiza fungus inoculation.
ABSTRACT:Afill slope failure on a public road initiated a landslide in February of 2002.The British Columbia
Ministry of Highways and Transportation contracted Terra Erosion Control Ltd.to design and implement soil
bioengineering/biotechnical slope stabilization techniques in order to reduce surface erosion and increase slope
stabilization.The landslide was approximately 18 m (59\4) in width and 70 m (230\4) in length,and was composed
of mostly sand,with a small component of silt,gravel,and cobbles to small boulders.The slope gradient of the
landslide ranges from 35 to 40 degrees.Seepage was noticed throughout the site,as well as a tension crack below
the recent failure head scarp during a field visit on March 12,2003.A soil bioengineering prescription was
developed and the sitewas then treated inMay of 2003.Acombination of the following techniques and treatments
were used on the site; brush layers,live pole drains,drain fascines,live staking,vegetated lift,straw wattles,
erosion matting,the planting of native seedlings (Alnus viridis ssp.sinuata) and broadcast seeding.The following
species of cuttings were used; Salix sp.(scoulieriana,bebbiana) and Populus balsamifera ssp.trichocarpa.The
cuttings were harvested dormant,placed in cold storage and then soaked.A Spyder Hoe was utilized to install
most of the structures and to re-grade the contour of the slope.On this site the use of a Spyder Hoe demonstrates
howcuttings can be planted at a greater depth than using manual excavation,resulting in deeper rooting and higher
survival rate.The Spyder Hoe also moved large obstacles such as logs and boulders.These soil bioengineering
techniques help stabilize the surface layer of the site by addressing surface erosion.The live pole drain system
directs surface and seepagewater to the toe of the slope.By establishing awoody shrub component,in conjunction
with grasses and legumes growing on the site,rilling and gullying is reduced.Live stakes placed near the terminus
of the landslide anchor the soil by providing an inter-twined root mass.The seedlings and legumes provide a
deep-rooted nitrogen fixing species.The site was monitored during the summer and fall of 2003 and again in the
spring and summer of 2004 and fall of 2007.The survival rate is currently>85% with an average growing height
of up to 2.4 meters.Good growth rates were attributed to a long soaking period and organic soil amendment
including local mycorrhiza fungus inoculation.
英語人氣:803 ℃時間:2020-02-05 17:01:20
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