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與 水力 相關(guān)的網(wǎng)絡(luò)例句 [注:此內(nèi)容來源于網(wǎng)絡(luò)18岁禁污网站,僅供參考]

The physical experiment on hydraulic fracturing propagation in laboratory showed that the penetration of hydraulic fracture into the salutatory barrier mainly depended on the normal stress difference between salutatory barrier and pay zone.

室內(nèi)物理模擬實驗研究發(fā)現(xiàn)日本天堂网黄在线,突變體法向應(yīng)力對水力裂縫能否穿過突變體起著決定性作用人人人操97,約4MPa的法向應(yīng)力差可以促使水力裂縫穿透突變體,繼續(xù)沿原來的方向延伸激情电子书图片。

But the siphonic roof outlet of system has complex hydraulic peculiaritys欧美一级高清a视频永久免费、 high velocity of flow and limited capability of dealing with overflow. The error of any design might cause the system invalid or to be insiphonic, furthermore, it can lead to drainage hitch or make big noise, and overflow will appear when the rainfall exceeds the design value of tube. So we should make further studies to consummate the hydraulic peculiarity and the method of calculation continuously.

但虹吸式屋面雨水排水系統(tǒng)中防旋雨水斗的水力特性復(fù)雜和系統(tǒng)流速大久久九九久精品国产、超泄能力有限,稍有不慎可能造成系統(tǒng)運(yùn)行的失效www交毛片,引起排水故障超碰在线看看,或者產(chǎn)生很大的噪聲伊人亚洲精品分类视频,雨量超過管道設(shè)計值時還會出現(xiàn)溢流96无码视频在线观看,從而需要對其進(jìn)行進(jìn)一步研究午夜小电影日本欧美,不斷地完善其水力特性和設(shè)計計算方法午夜成年小网站无遮挡。

In this thesis, I summarize the theoretical calculation method, applied scope and notice of siphonic drainage system, and point out the advantage of siphonic drainage system compared with gravitation drainage system. In the archetype experiment study of siphonic drainage tube, I adopt different tube diameter and different structural height to survey the drainage volume and press in different place. I observe various kinds of flow state, and get chief factors which influence hydraulic peculiarity of system as the tube diameter or structural height, and find out the relevance of factor to flux. I apply CFD Fluent software and adopt standard k-ε model and RNG k-ε model, then use finite volume method and second-order upwind scheme to discrete numerical model, while coupling numeration of velocity field and press is based on SIMPLE. In the numerical simulation of curved part of tube, siphonic drainage tube experiment system and multi-outlet siphonic drainage system, I make research on internal velocity and press of system in different project condition by changing the tube diameter of curved part, negative press value in tube export and improving the quantity of water gutter. This thesis first adopts a method of combining archetype experiment and numerical simulation to study the siphonic drainage system, test and verify the validity of experiment and numerical simulation, and makefurther study on system, it solves the problems of limited testing conditions, and has a logical results, it can provide a valid method for optimizing and designing the drainage tube-net system. The conclusion have referring value for study and design of siphonic drainage system.

本文首先對虹吸式排水系統(tǒng)理論計算方法免费一级欧美性大片口咬、適用范圍以及注意事項做出總結(jié)可以看理论片的网站,并分析了虹吸式排水系統(tǒng)的優(yōu)勢;再對虹吸式排水管道進(jìn)行原型試驗研究,采用不同管徑不同立管高度91国在线精品国内播放,對系統(tǒng)流量人人摸人人色人人操、管道壓強(qiáng)進(jìn)行量測,觀察了各種工況下的流態(tài)亚洲无码性爱小视频,對其水力特性進(jìn)行研究分析欧美午夜一级AAAAAA,找出影響水力特性的落差、管徑主要因素以及與排水量的關(guān)系青春草影视在线免费观看视频;進(jìn)一步應(yīng)用計算流體力學(xué)Fluent軟件福利网站国产,采用標(biāo)準(zhǔn)κ-ε模型與RNGκ-ε模型,計算過程應(yīng)用有限體積法和二階迎風(fēng)格式對數(shù)值模型進(jìn)行離散免费观看黄网站试看,速度和壓力的耦合采用SIMPLE算法久久九九这里只有精品久久久久,分別對系統(tǒng)彎管段、虹吸排水管道試驗系統(tǒng)一级黄色网站一、多斗虹吸式排水系統(tǒng)進(jìn)行數(shù)值模擬分析人人艹在线免费,通過改變管段彎頭處半徑、管段出口負(fù)壓值www.99riav3.c鈥唌、增加雨水斗數(shù)對不同工況下系統(tǒng)內(nèi)部的速度和壓力進(jìn)行研究91网址在线观看播放;本文首次采用結(jié)合原型試驗與數(shù)值模擬相結(jié)合的方法就爱操逼网,對虹吸式屋面雨水排水系統(tǒng)進(jìn)行研究,試驗與模擬相互驗證加勒比黄色网站,并進(jìn)行拓展A片特级免费欢迎您,很好地解決了虹吸式屋面雨水排水系統(tǒng)由于試驗條件限制問題,結(jié)果正確合理欧美最猛性高清免费AA片,為排水管網(wǎng)系統(tǒng)設(shè)計和優(yōu)化研究提供了有效的方法97国产公开免费视频,對工程設(shè)計有較好的參考價值。

In order to put forward technical research and exploitation for drilling hole hydraulic mining, the technological process, ejection mechanism, squirt gun design, lift up efficiency and security stabilization of it are synthetically analyzed, meanwhile many technical problems are reduced to five different outlines.

綜合分析工藝流程黄色网站真人版、噴射機(jī)理黄色视频免费福利网站、水槍設(shè)計、升舉效率和安全穩(wěn)定性等色色视频久久激情,將鉆孔水力采礦的眾多技術(shù)問題歸納為 5個方面的要點(diǎn)內(nèi)容狠狠久久五月,為開展鉆孔水力采礦的技術(shù)研究和技術(shù)開發(fā)工作提出基本思路。

After pretreatment with TFP, although the conductance of cultivate solution of strawberry seedling under NaCl stress was not increased, growth was inhibited obviously by TFP, while the leaf relative electric conductivity in strawberry increased, leaf holding ability was reduced. The inhibiting response increased with the concentration of TFP increasing. On the contrary, conductance in cultivate solution was increased by Ca(NC?3)2 treatment, but the leaf relative electric condu

用Ca(NO_3)_2和TFP培養(yǎng)處理NaCl脅迫的草莓幼苗国语对白操,發(fā)現(xiàn)TFP培養(yǎng)處理雖然不增加培養(yǎng)液的電導(dǎo)值性爱在线视频无码,但明顯抑制鹽脅迫草莓幼苗的生長,增加了葉片膜透性舔穴在线,降低了葉片保水力91精品免费大秀,抑制作用隨TFP濃度的增加而增大;而Ca(NO_3)_2處理雖然增加了培養(yǎng)液的電導(dǎo)值精品911国产自产,但降低了幼苗葉片膜透性无码高潮喷吹在线播放亚洲,提高了葉片保水力,因而減輕了NaCl

Lastly, hydraulic model test of diversion system is carried out. The model scale selection of hydraulic model which includes open channel, long diversion tunnel and surge chamber is discussed.

在整體水力模型試驗研究中精品69视频一区二区三区,著重研究了既包含有明流段又有長引水隧洞和調(diào)壓室的梯級電站引水系統(tǒng)模型率精品久久亚洲网精品九九亚洲网,并對這種復(fù)雜引水系統(tǒng)水力模型的比尺選擇進(jìn)行了探討。

The physical and chemical properties of DF from the white trumpet lily and tiger lily were analyzed to be water-binding capacity 4.1mL/g and 3.5mL/g, dilatability 6.5mL/g and 6.1mL/g, combining water capacity 7.1 g/g and 6.5g/g, exchangeable cation capacity 0.73 mmol/g and 0.83 mmol/g, and fat binding capacity 4.4mL/g and 5.2mL/g, respectively.

麝香百合和卷丹膳食纖維的理化特性分別是:持水力4.1mL/g和3.5mL/g国产一区二区熟女,溶脹性6.5mL/g和6.1mL/g亚洲a日韩国产,結(jié)合水力7.1g/g和6.5g/g,陽離子交換能力0.73mmol/g和0.83mmol/g韩国三级电影网址,結(jié)合脂肪能力4.4mL/g和5.2mL/g操的喷水视频。

The results show that this kind of roughening elements can possess a wide range of roughness, and the hydraulic resistance decreases with the increase of space between roughness elements, but reduces slowly to a constant, and that flow enters into the turbulently rough zone when Reynolds number reaches about 3 500, in which the hydraulic resistance decreases with increase of relative submergence degree, reducing slowly to a constant too.

通過水槽試驗對Y型加糙體阻力特性進(jìn)行了深入研究。研究結(jié)果表明:其糙率具有一個較大的調(diào)整范圍久久精品这里只有精品久久,且隨著加糙間距的增加水力阻力減小久久综合国产72精品,減小的幅度越來越小,最后基本不變国内精品免费视频;雷諾數(shù)在3 500左右水流進(jìn)入阻力平方區(qū)国产一级a作爱片在线观看,進(jìn)入阻力平方區(qū)后,隨著相對淹沒度的增大水力阻力減小,最后達(dá)一定值国产人在线成免费视频麻豆。

It\'s possibly that increase of hydraulic limitation with tree height influenced leaf water potential and turgor as well as leaf structure,which strengthened hydraulic limitation on leaf gas exchange characteristics including photosynthesis and transpiration rate, resultantly influenced carbon assimilation and CO_2 fractionation and increased water use efficiency and drought resistance capability.

應(yīng)該是水力限制影響了葉片的水勢和膨壓国产拍一区、同時造成葉片的結(jié)構(gòu)發(fā)生改變,而結(jié)構(gòu)的改變加劇了水力對氣體交換的限制欧美日韩综合精品一区二区、影響了光合碳同化以及對CO_2的分餾效應(yīng)狼友射射射、使葉片的水分利用效率和抗旱性增強(qiáng)。

To solve the problems in present hydraulic calculations of gas pipe network such as numerous data-inputting, unprecise output and a lack of hydraulic calculation methods to keep consistent with steady flow and non-steady flow in real working conditions of gas pipe network, in the paper the author has set up a mathematical model of heat transfer process of gas in pipes on the basis of thermodynamic basic theories and obtained more accurate calculation methods of gas storage quantity in long conveying pipes and urban pipe network of high pressure. This research achievement has been applied to real pipe network.

本文研究目的是解決目前燃?xì)夤芫W(wǎng)水力計算中存在的諸如輸入數(shù)據(jù)繁瑣免费观看黄网、計算精度不高无码一级毛片一区二区视频黑人、缺乏符合實際燃?xì)夤芫W(wǎng)工況的穩(wěn)定流及不穩(wěn)定流管網(wǎng)水力計算方法等問題,試圖根據(jù)熱力學(xué)基本理論建立燃?xì)庠诠艿乐袀鳠徇^程數(shù)學(xué)模型欧美亚洲国产aaaaaaaa,給出較為精確的長輸管線及城市高壓管網(wǎng)儲氣量的計算方法欧美片在线免费观看,并將研究成果應(yīng)用于實際管網(wǎng)運(yùn)行中。

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