采矿工程毕业设计英文翻译

采矿工程毕业设计英文翻译
采矿工程毕业设计英文翻译

Underground Mining

Most present-day mining in Europe occurs under 2000 to 4000 ft of overburden, as more easily mined coal deposits have been depleted. At this depth most mines are developed as shaft mines. All personnel, material, and coal have to be hoisted trough these shaft. Considering the two factors of hoisting capacity and required length of shaft, a considerable investment is necessary to reach the coal-bearing strata. The requires huge investments. Openings at this depth have to be equipped with costly supports, and periodic reworking and repair is necessary.

Mines not only extend horizontally but also vertically through the development of new levels. The life of the mines is thus extend considerably, and surface installations can be amortize over a longer period.

The more limited reserves have forced companies into mining less favorable deposits, and European government require that all possible deposits be mined to conserve the nation’s energy resources. These factor and the large percentage of inclined seams and faults make mining very difficult and costly. The population density and the heavy surface buildup cause additional expense in the form of payments for subsidence damage to surface structures. Therefore, backfilling is frequently practiced to reduce subsidence. The close spacing of faults often severely limits the size of a mining section, forcing frequent moves and excessive development work.

The thickness of the overburden results in very high ground pressure. This would require extremely large pillars if the room and pillar method was applied. Additionally, support is required for any opening, adding prohibitive costs to a multiple-entry room and pillar operation.

As a result, single-entry longwall operations requiring the minimum number of entries and allowing maximum recovery of resources is the mining method almost exclusively practiced.

Shaft mines dominate the European coal mining industry. Shafts 20 to 30 ft in diameter, with circular cross section, lined with masonry, concrete, or steel are the dominant means

of gaining access to the coal-bearing strata. They are often extended beyond the last mining level to provide for future expansion. As in the Unite States, shafts are developed by drilling, blasting, and excavating or by large-diameter shaft-boring equipment. Shaft boring is more frequently used, particularly on the smaller and shorter subshaft, which connect the different levels but do not extend to the surface.

Haulage in the shaft is usually accomplished by hoisting of the filled mine cars on multistage cages or by skips. Pumping of coal slurry is also done in special cases.

The complex system of forces and the resulting rock mechanical problems developed by mining activities at different levels result in significant differences between European and US underground development. The rock mechanical interaction of the extraction operations at the various levels require that all deposits be mined as completely as possible. Pillars left after mining create zones of extreme and often unmanageable ground control problem, as well as a high probability of roof bounce.

Since the number of entries is kept to a minimum because of cost, no bleeder systems are provided. If retreat mining is practiced, only two entries are advanced in to a new mining area.

Panels are laid out as large as possible. The large-panel layout is used as another means of reducing the number of

entries. Minded–out panels are sealed off to prevent spontaneous combustion through the removal of oxygen.

The main levels, with extensive entry systems, are used for coal, supply, and personnel haulage and for ventilation. They are often spaced with little regard to the position of the coal seams, because the deposits are reached selectively through other means. In the past, 165-or330-ft intervals were selected while increasing ground pressures and development and maintenance increase substantially, requiring large volumes of air for cooling. As a result, entry cross sections at these levels have to be increase.

Fig.9.1 German multilevel, multiseam shaft-type coal mine.

Underground facilities:

(1) main shaft with skip hoisting;

(2) exhaust ventilation shaft with multistage cage;

(3) third-level station;

(4) blind shaft with cylindrical storage bin;

(5) blind shaft with car-hoisting facilities;

(6) main entry;

(7) main entry;

(8) section or panel entry;

(9) road heading machine

(10) longwall section with plow;

(11) longwall section with shearer;

(12) longwall section in a steeply pitching seam mined manually with air picks;

(13) longwall section in steeply pitching seam with plow;

(14) minded-out gob area;

(15) ventilation lock;

(16) belt conveyor as main haulage;

(17) main car haulage;

(18) storage bin and skip-loading facilities;

(19) supply haulage with a mono-rail;

(20) supply haulage with mine cars;

(21) monorail system as personnel carrier;

(22) worker-trip cars;

(23) pump station. Surface facilities:

(a) hoisting tower with overhead hoist;

(b) shaft building;

(c) head frame;

(d) main exhaust fan and diffuser;

(e) coal preparation plant with loading facilities;

(f) coking coal silo;

(g) container vehicle for filling of coke ovens;

(h) coke oven battery;

(i) coke watering car;

(k) coke quenching tower;

(l) gas tank;

(m) water-treatment plant;

(n) refuse pile;

(o) power plant;

(p) cooling tower;

(q) water tower;

(r) supply storage area;

(s) sawmill;

(t) training and teaching center.

地下采煤

目前,大部分欧洲的煤矿开采都已经达到了2000到4000英尺,主要是因为浅部容易开采的煤层都已经采完。在这个深度的大部分煤层都已经发展成为要用相关井筒进行开采的地步。所用的人员、材料、煤炭都不得不从井筒采用绞车等提升进行运输。考虑到绞车提升容量以及所需要的井筒长度的两个因素,一个相当大的资金投入对于开采到煤层所处的地层是必需的。这些大围的地下巷道或隧道的网络的开拓和维护费用需要一笔巨大的投资。在这个深度进行开拓不得不装备

一些很昂贵的支架和一些循环型的改造和返修,这些也都是必要的。

采矿不单单是拓宽水平方向而且通过开拓新的水平来拓宽来延深。所以矿井的服务年限被极拓宽,并且地表的安装设备费用也能够在很长的一个时期得以缓冲。

有限的资源储备迫使公司开采要去开采那些并不是很乐观的煤层,并且欧洲各国政府要求采出所有可采的煤层以保护国家的能源。这些因素由于大比率的煤线和断层以至于煤炭的开采非常困难并且价格昂贵。由于人口密度的增长和地表建筑的增加,从而造成地表的沉陷对于建筑物的破坏,以至于增加了额外的成本。因此,采空区填充是最常用的防治地表沉陷的实践措施。过小的断层间距常常严重地限制采区的尺寸,因而不得不频繁搬家,并造成过大的开拓工程量。

上部覆盖层的厚度导致了相当大的地层压力。如果采用房柱式开采方法,就需要留异常巨大的煤柱。另外,任何一个工作面都需要支架,并且增加了额外的费用对于多种平巷峒室的支撑措施。

地下开采统治着欧洲的煤炭开采工业。井筒直径大约20到30英寸,一般采用钢筋混凝土砌碹的圆形断面,作为主要的连接巷道连接到含煤地层。他们一般被延深到超过最后一个开采水平来满足未来的拓展。如在美国,立井是用打眼、放炮和挖掘方法或用大直径钻井设备来开凿的。钻井时经常被采用的,尤其对于小型的长度较短的连接各个水平但不通往地面的暗井。

井筒中一般采用罐笼中承载矿车或箕斗进行提升。在特殊情况下采用煤泥泵出的形式开采。

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第三章井田开拓 第一节开拓方案的确定 一、方案的提出 根据本矿井田境界及工业场地的选择,秉着技术上可行,经济上合理的原则,初步提出两个方案。 方案一:(方案一开拓平、剖面图如图所示) 本方案采用主斜井、副斜井、回风立井的开拓方式。主斜井井口标高+1147m,倾角16°,一水平斜长301m,二水平斜长421m,井筒为半圆拱形,净断面积14.22m,铺设带宽1200mm的钢绳芯强力胶带输送机担负煤炭提升任务。副斜井井口标高+1145m,一水平斜长681m,二水平斜长952m,倾角7°,井筒为半圆拱形,净断面积14.2㎡,回风立井采用圆形断面,井口标高+1147m,一水平标高+1064m,二水平标高+1031m,断面直径4.0m。三个井筒均采用混凝土砌碹永久支护。 巷道布置上,本方案沿煤层掘进胶带运输巷及辅助运输巷直达井田边界,胶带运输大巷沿煤层顶板布置,轨道运输大巷沿煤层底板布置。利用副斜井进风,回风立井回风。

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采矿专业本科毕业设计(一)摘要完美版

摘要 本设计包括两个部分:一般部分和专题部分。 一般部分为五阳二矿5Mt新井设计,共分10章:1.矿区概述及井田地质特征;2.井田境界和储量;3.矿井工作制度及设计生产能力;4.井田开拓;5.采区巷道布置;6.采煤方法;7.井下运输;8.矿井提升;9.矿井通风与安全;10.矿井基本技术经济指标。 潞安集团五阳煤矿位于山西省长治市襄垣县境内,矿区五阳铁路专线和太焦、邯长铁路线相接,交通十分便利。井田南北长平均约5.8km,东西长平均约8.8 km,井田面积为51.57km2,平均倾角9°,共两层煤分别为3号、15号煤,总厚约10m。井田工业储量为722Mt,可采储量560Mt,矿井服务年限为80 a。井田地质条件简单。矿井正常涌水量为120m3/h,最大涌水量为340 m3/h;煤层硬度系数f=2.3,煤质牌号为焦煤43;矿井瓦斯绝对涌出量9.143m3/min,相对瓦斯涌出量2.915 m3/t,为低瓦斯矿井,该矿井煤层有自燃倾向性,煤尘有爆炸性。 矿井采用立井两水平开拓,通风方式采用中央边界式。采煤方法为走向长壁综合机械化全部垮落法。煤炭运输采用钢丝绳芯胶带,辅助运输采用轨道运输。 矿井年工作日为300 d,每天净提升时间14h。矿井工作制度实行“三八”制。 专题部分题目是煤矸石的资源化利用。 关键词:立井;采区;综合机械化长壁采煤法;中央边界式

ABSTRACT This design can be divided into two sections: general design and monographic study. The general design is about a 5 Mt/a new underground mine design ofWuyang coal mine. It contains ten chapters: 1.overview and the geographical features of the mining field; 2.boundary and reserves of the mining field; 3.working system and designed mine capacity; 4.development of mining field; 5.preparation in mining area; 6.coal mining method; 7.underground conveying; 8.mine exaltation; 9.mine ventilation and safety technology; 10.the basic technical and economic index. Wuyang coal mine of Lu’an Group lies in Xiangyuan County, Changzhi Municipality, Shanxi province. Wuyang railway of coal mine convergence Taijiao railway line and Hanchang railway line, the traffic is very convenient. It’s about 5.8 km along north-south direction and 8.8 km along the direction,with the 51.57 km2 total area. Two coal seams of this mine is 3and 15 with total thickness of 10 m and an average dip of 9°. The proved reserves of this coal mine are 722 Mt and the minable reserves are 560 Mt, with a mine life of 80 a.The geological condition of the mine is relatively simple. The normal mine inflow is 120 m3/h and the maximum mine inflow is 340 m3/h. It is bituminous coal 43. gas emission in absolute is 9.143m3/min and the relative volume of gas emission is 2.915 m3/t. It is a coal mine with low gas emission rate and coal spontaneous combustion tendency. A nd it’s a coal seam liable to dust explosion. This mine adopts vertical shaft development with two mining level and exhaust ventilation, centralized juxtapose earlier and radial later. The adopted coal winning method is comprehensive mechanized in longwall mining with top-coal caving. The belt conveyor is applied to transport coal and rail transport is used in the auxiliary conveying. We work 300 days per year ,and exaltate 14 hours one day .The “three–eight”working system is applied for coal mining . The monographic study is the utilization of coal gangue.

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外文原文: Adopt the crest of the coal work noodles plank management problem study Crest the plank management is the point that adopts a safe management of the coal work noodles.Statistics according to the data, crest the plank trouble has 60% of the coal mine trouble about, adopting the trouble of the coal work noodles and having a crest 70% of the plank trouble above.Therefore, we have to strengthen a plank management, reducing to adopt the coal work noodles crest the occurrence of the plank trouble. 1,the definition of the crest,scaleboard and it categorize Endow with the existence coal seam on of the close by rock strata be called a plank, endow with the existence coal seam under of the close by rock strata be called scaleboard.Crest the rock,strength of the scaleboard and absorb water sex and digging to work the management of the noodles contain direct relation, they is certain crest the plank protect a way and choose to adopt the empty area processing method of main basis. 1.1 planks categorize According to rock,thickness and return to adopt process to fall in the 垮of difficult easy degree, crest the plank is divided into the false crest,direct crest and old crest. According to direct crest sport to adopt a field to the influence for press, the direct crest is divided into broken up,unsteady,medium etc. stability,stability,strong and tough crest plank etc. is five.According to old crest the sport Be work mineral inside the noodles press to present degree and to work safe threat of noodles of size, the old crest is is divided in to press very and severely, press mightiness, press to compare obviously, don't obviously press etc. is four. 1.2 scaleboards categorize According to the opposite position relation of the rock strata and the coal seam, the scaleboard is divided into direct bottom with the old bottom.Locate coal seam directly under of the rock strata be called direct bottom;locate the direct bottom or coal seam under of the rock strata be called old bottom.The coal seam crest the scaleboard type expects the influence of the geology structure sport after be subjected to the deposition environment and, its growth in different region degree dissimilarity, the coal seam possibility for have isn't whole. 2,crest that need to be control plank classification and adopt the processing way of the empty area According to different crest the plank type and property, choose to pay to protect a way and adopt the empty area processing method differently, is a plank management of basic principle. 2.1 crest needed to pull to make plank classification Press a knothole rock strata strength, the crest plank that needs to be control can is divided into: general crest the plank,slowness descend to sink a plank and is whole fall the crest of the cave in the danger plank etc..

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Automobile Brake System汽车制动系统 The braking system is the most important system in cars. If the brakes fail, the result can be disastrous. Brakes are actually energy conversion devices, which convert the kinetic energy (momentum) of the vehicle into thermal energy (heat).When stepping on the brakes, the driver commands a stopping force ten times as powerful as the force that puts the car in motion. The braking system can exert thousands of pounds of pressure on each of the four brakes. Two complete independent braking systems are used on the car. They are the service brake and the parking brake. The service brake acts to slow, stop, or hold the vehicle during normal driving. They are foot-operated by the driver depressing and releasing the brake pedal. The primary purpose of the brake is to hold the vehicle stationary while it is unattended. The parking brake is mechanically operated by when a separate parking brake foot pedal or hand lever is set. The brake system is composed of the following basic components: the “master cylinder” which is located under the hood, and is directly connected to the brake pedal, converts driver foot’s mechanical pressure into hydraulic pressure. Steel “brake lines” and flexible “brake hoses” connect the master cylinder to the “slave cylinders” located at each wheel. Brake fluid, specially designed to work in extreme conditions, fills the system. “Shoes” and “pads” are pushed by the slave cylinders to contact the “drums” and “rotors” thus causing drag, which (hopefully) slows the c ar. The typical brake system consists of disk brakes in front and either disk or drum brakes in the rear connected by a system of tubes and hoses that link the brake at each wheel to the master cylinder (Figure). Basically, all car brakes are friction brakes. When the driver applies the brake, the control device forces brake shoes, or pads, against the rotating brake drum or disks at wheel. Friction between the shoes or pads and the drums or disks then slows or stops the wheel so that the car is braked.

毕业设计外文翻译格式实例.

理工学院毕业设计(论文)外文资料翻译 专业:热能与动力工程 姓名:赵海潮 学号:09L0504133 外文出处:Applied Acoustics, 2010(71):701~707 附件: 1.外文资料翻译译文;2.外文原文。

附件1:外文资料翻译译文 基于一维CFD模型下汽车排气消声器的实验研究与预测Takeshi Yasuda, Chaoqun Wua, Noritoshi Nakagawa, Kazuteru Nagamura 摘要目前,利用实验和数值分析法对商用汽车消声器在宽开口喉部加速状态下的排气噪声进行了研究。在加热工况下发动机转速从1000转/分钟加速到6000转/分钟需要30秒。假定其排气消声器的瞬时声学特性符合一维计算流体力学模型。为了验证模拟仿真的结果,我们在符合日本工业标准(JIS D 1616)的消声室内测量了排气消声器的瞬态声学特性,结果发现在二阶发动机转速频率下仿真结果和实验结果非常吻合。但在发动机高阶转速下(从5000到6000转每分钟的四阶转速,从4200到6000转每分钟的六阶转速这样的高转速范围内),计算结果和实验结果出现了较大差异。根据结果分析,差异的产生是由于在模拟仿真中忽略了流动噪声的影响。为了满足市场需求,研究者在一维计算流体力学模型的基础上提出了一个具有可靠准确度的简化模型,相对标准化模型而言该模型能节省超过90%的执行时间。 关键字消声器排气噪声优化设计瞬态声学性能 1 引言 汽车排气消声器广泛用于减小汽车发动机及汽车其他主要部位产生的噪声。一般而言,消声器的设计应该满足以下两个条件:(1)能够衰减高频噪声,这是消声器的最基本要求。排气消声器应该有特定的消声频率范围,尤其是低频率范围,因为我们都知道大部分的噪声被限制在发动机的转动频率和它的前几阶范围内。(2)最小背压,背压代表施加在发动机排气消声器上额外的静压力。最小背压应该保持在最低限度内,因为大的背压会降低容积效率和提高耗油量。对消声器而言,这两个重要的设计要求往往是互相冲突的。对于给定的消声器,利用实验的方法,根据距离尾管500毫米且与尾管轴向成45°处声压等级相近的排气噪声来评估其噪声衰减性能,利用压力传感器可以很容易地检测背压。 近几十年来,在预测排气噪声方面广泛应用的方法有:传递矩阵法、有限元法、边界元法和计算流体力学法。其中最常用的方法是传递矩阵法(也叫四端网络法)。该方

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