洪水泥沙 的英文怎麼說

中文拼音 [hóngshuǐníshā]
洪水泥沙 英文
flood sediment
  • 洪 : i 形容詞（大） big; vast; grand Ⅱ名詞1. （洪水） flood 2. （姓氏） a surname
  • 水 : 名詞1 （由兩個氫原子和一個氧原子結合而成的液體） water 2 （河流） river 3 （指江、河、湖、海、洋...
  • 泥 : 泥名詞1 （含水的半固體狀的土） mud; mire 2 （像泥的東西） any paste like matter; mashed vegetable...
  • 沙 : 沙動詞[方言] （搖動以清除雜物） shake
  • 洪水 : waterflood; deluge; flood; flowage; torrent; spate; flood water; [義大利] acqua alta洪水泛濫 floo...
  • 泥沙 : [地] silt; sediment
  1. Towards the research on two flood water of yuhe river in datong city during 2004, by measuring and comparing their discharge, sediment concentration 、 nutrient include organic, phosphorus, potassium, azote, the result shows that the nutrient content of the sediment is greatly larger than that of supernatant fluid

    摘要以2004年大同市御河乾渠兩場洪水為研究對象，對其流量、含沙量、養分（包括有機質，氮，磷，鉀）做了測定和比較，研究結果表明：洪水中下層泥沙中的養分含量遠大於上清液中的養分含量；洪水中整體養分含量隨著含沙量的增大而增大，並且養分含量和含沙量呈近似線性關系。
  2. The deposition of sediment in our natural stream channels has greatly aggravated floodwater damages.

    泥沙淤積在天然河道，已大大加劇了洪水的危害。
  3. Most of the sediment directly enters the headwaters of the mekong river or is deposited in riparian areas where it is entrained during later floods

    大部分泥沙直接進入了湄公河上游或是沉降在河岸地區，被日後的洪水中帶走。
  4. Cancelled nr808 manlai court - central nr809 pristine villa - tai wai kcr station nr810 parc royale - kowloon tong mtr station circular nr811 kwong yuen estate - causeway bay sai wan ho nr812 pictorial garden phase 3 - lucky plaza nr813 pictorial garden phase 3 - kowloon tong mtr station circular nr814 chevalier garden - university kcr station nr815 royal ascot - new town plaza circular nr816 kwong yuen estate - mei lam estate nr817 lakeview garden - tai wai kcr station nr818 golden time villas - tai wai kcr station nr819 granville garden - tai wai kcr station nr820 shatin heights - tai wai kcr station nr821 kwong yuen estate - ma on shan nr822 villa paradiso - university kcr station nr823 villa paradiso - diamond hill mtr station nr824 vista paradiso - bayshore towers nr825 lee on - tuen mun ho tin street nr826 villa athena - pai tau street nr827 kam ying court - cheung sha wan nr828 chung on - fo tan refer to gmb 801 nr829 castello - new town plaza phase 1 nr830 jubilee garden - wong tai sin cancelled nr831 monte vista - university kcr station nr832 baycrest - university kcr station nr833 julimount garden - tai wai kcr station nr91 fairview park - wan chai nr92 fairview park - tsuen wan nr93 fairview park - yuen long nr94 fairview park - sheung shui kcr station nr95 long ping estate - sheung shui kcr station nr96 long ping estate - hung hom kcr station nr97 long ping estate - wan chai nr98 long ping estate - hung hom kcr station nr99 long ping estate - kwun tong hung to road nr901 locwood court, kingswood villas - tsuen wan mtr station nr902 locwood court, kingswood villas - sheung shui kcr station nr903 kingswood villas - wan chai nr904 kingswood villas - china hong kong city nr905 maywood court, kingswood villas - tsuen wan mtr station nr906 maywood court, kingswood villas - tsui ping road kwun tong nr907 maywood court, kingswood villas - sheung shui kcr station nr908 tin shing court - causeway bay nr909 tin yiu estate - kwun tong nr913 palm springs - sheung shui kcr station nr914 palm springs - fung yau street north nr915 palm springs - wan chai nr917 fan kam road kam tin road - central wan chai nr918 lam kam road kam sheung road - central wan chai nr919 sai ching street yuen long - wan chai nr920 fung yau street north yuen long - granville square nr921 kingswood villas - tsuen wan mtr station nr922 fung kwan street yuen long - central wan chai nr923 royal palms, wo shang wai - sheung shui kcr station nr924 royal palms, wo shang wai - fung yau street north yuen long nr925 maywood court, kingswood villas - wan chai nr926 long ping estate - central quarry bay nr927 long ping estate - sha tin nr928 fung kwan street yuen long - kwun tong nr929 castle peak road - sha tin nr930 tin shui estate - sha tin nr931 tin shui estate - tsim sha tsui nr932 tin shui estate - cheung sha wan nr933 kin shing building, yuen long - sha tin nr934 tin yau court - kowloon city nr935 hung shui kiu - wan chai nr936 fairview park - hung hom kcr station nr939 kam tin - tuen mun nr940 san wai ha tsuen - sau fu street nr941 ha pak nai - on shun street refer to gmb 31 nr942 kam tin - tuen mun ferry pier nr943 beauty court bauhinia garden - wan chai nr944 beauty court bauhinia garden - tsim sha tsui nr945 yuen long yick fat tai hang mansions - north point nr946 the eldorado - tsim sha tsui nr947 palm springs - tsing yi mtr station nr948 fairview park - tsing yi mtr station nr949 parkside villa - on shun street nr950 park royale - on shun street circular nr951 scenic garden - on shun street

    （已取消） nr831翠擁華庭- -大學火車站nr832觀瀾雅軒- -大學火車站nr833瑞峰花園- -大圍火車站nr91錦繡花園- -灣仔nr92錦繡花園- -荃灣nr93錦繡花園- -元朗nr94錦繡花園- -上水火車站nr95朗屏村- -上水火車站nr96朗屏村- -紅?車站nr97朗屏村- -灣仔nr98朗屏村- -紅?車站nr99朗屏村- -觀塘（鴻圖道） nr901嘉湖山莊樂湖居- -荃灣地鐵站nr902嘉湖山莊樂湖居- -上水火車站nr903嘉湖山莊- -灣仔nr904嘉湖山莊- -中港城nr905嘉湖山莊美湖居- -荃灣地鐵站nr906嘉湖山莊美湖居- -觀塘翠屏道nr907嘉湖山莊美湖居- -上水火車站nr908天盛苑- -銅鑼灣nr909天耀村- -觀塘nr913加州花園- -上水火車站nr914加州花園- -元朗（鳳攸街北） nr915加州花園- -灣仔nr917粉錦公路/錦田公路- -中環/灣仔nr918林錦公路/錦上路- -中環/灣仔nr919元朗（西菁街） - -灣仔nr920元朗（鳳攸街北） - -尖沙嘴（加連威老廣場） nr921嘉湖山莊- -荃灣地鐵站nr922元朗（鳳群街） - -中環/灣仔nr923加州豪園- -上水火車站nr924加州豪園- -元朗（鳳攸街北） nr925嘉湖山莊美湖居- -灣仔nr926朗屏村- -中環/鯽魚涌nr927朗屏村- -沙田nr928元朗（鳳群街） - -觀塘nr929青山公路- -沙田nr930天瑞村- -沙田nr931天瑞村- -尖沙嘴nr932天瑞村- -長沙灣nr933元朗（元發徑建成大廈） - -沙田nr934天佑苑- -九龍城nr935洪水橋- -灣仔nr936錦繡花園- -紅?車站nr939錦田- -屯門nr940廈村（新圍） - -元朗（壽富街） nr941下白泥- -元朗（安信街） [請參照專線小巴33 ] nr942錦田- -屯門碼頭nr943洪水橋（雅苑/紫翠花園） - -灣仔nr944洪水橋（雅苑/紫翠花園） - -尖沙嘴nr945元朗（益發/大興大廈） - -北角nr946金碧花園- -尖沙嘴nr947加州花園- -青衣地鐵站nr948錦繡花園- -青衣地鐵站nr949柏麗豪園- -安信街nr950御豪山莊- -安信街（循環線） nr951御景園- -安信街
  5. So as the enter point of the stream, the income of the reservoir, the time of the flood peak lasted, the quantity of sandiness income and the strobe of the darn. we must do some work to forecast and watch the different density stream. by experiments, we made out that it is impo rtant for us to reduce the water lever in work of the river belongs lots of sandiness

    從異重流試驗看，在正常運用下，水庫產生泥沙異重流的機率較大，能否運動到壩前排出庫外，還要看異重流潛入點位置、入庫流量、洪峰歷時、入庫含沙量、水庫閘門運用等因素，需要做好異重流預報監測工作。
  6. Because of the unreasonable operation mode, the reservoirs sedimentation is serious, which lead to the problems of inadequate use of water resource, degressive works benefit and high risk in water works operation and flood control in this area

    但長期以來，由於運用方式不合理，水庫工程泥沙淤積嚴重，徑流資源得不到充分利用，工程效益逐年衰減，並對工程運行和地區防洪安全形成嚴重威脅。
  7. According to all the sediment peaks of 35 floods observed at each station on the downstream of xiaolangdi, it analyzes the characteristic of delayed sediment peak and establishes a regression equation between sediment peak lag time for each section of xiaolangdi, huayuankou, jiahetan, gaocun, sunkou, aishan and lijin and peak discharge, sediment concentration of the peak, flood propagation velocity and fall velocity of suspended load of the previous station, which can search, make up and extend sediment peak lag time and provide a basis for accurate forecasting on sediment peak travel time of each station on the lower yellow river

    根據小浪底下游各站沙峰均滯後於洪峰的35場洪水，對沙峰滯後於洪峰的特性進行了剖析，建立了小浪底、花園口、夾河灘、高村、孫口、艾山、利津各河段沙峰滯后時間與上站洪峰流量、沙峰含沙量、洪水傳播速度、懸移質泥沙群體沉速之間的回歸方程，可以用來查補延長沙峰滯后時間，為下游各站沙峰傳播時間的準確預報提供依據。
  8. Study on sediment transport in the lower yellow river during flood period

    黃河下游洪水的泥沙輸移特徵
  9. Terraces on slope land delete the conditions of causing soil and water loss. ponds, cistens, water cellars enhance surface water use efficiency, warping dams can store flood, decrease flood peak, retain sediment, and conserve water

    坡地修梯田消除了產生水土流失的條件，蓄水池、旱井、水窯提高了對地表水資源的利用率，淤地壩具有蓄洪水、削洪峰、攔泥沙、涵養水源的作用。
  10. Speciality in consultation field : research, design and supervision for sediment engineering in rivers, harbors and waterways, inclusive of river processes, flow and sediment motion, flood control engineering, selection of harbor location, navigation training works, bridge, and water supply projects, etc

    從事河流治理和港口航道方面的泥沙工程科學研究和設計、監理工作，包括河道演變和水流泥沙運動規律、防洪工程、河港選址和航道整治工程、橋梁和取水工程等方面。
  11. Due to issues of dongting lake districts flood composition, the evolution of sediment flow, the river and lake ( r & l ) distribution characteristic as well as the layout of r & l - dredging engineering, the article simulated the model of the dongting lake terrain change by using the gis technology and adopted the limited volumetric method to establish the two - dimensional hydraulics computation model of lake in order to forecast the water level, the flow capacity, the speed of flow and changes of flow field after implemented the project, which have provided the reliable theoretic basis for the decision - making and implementation of renovation for river course, canal and harbor and river course - dredging engineering

    摘要針對洞庭湖區的洪水組成、水流泥沙演變、河道湖泊水系分佈特點以及河道湖泊疏浚工程布局情況，利用gis技術模擬洞庭湖地形變化，採用有限體積法建立了湖泊二維水力學計算模型預測疏浚工程實施后的水位、流量、流速流場變化，為河道、航道港口整治、河道疏浚清淤等工程決策與實施提供了可靠理論依據。
  12. Ii ) runoff erosivity reflects relationship of water erosion forces and sediment yield more directly than rainfall erosivity. it intergrated ability of runoff volume and flood peak on detaching soil and transporting sediment and is more reasonable than single runoff depth or flood peak volume

    （ 2 ）以徑流侵蝕力代替降雨侵蝕力來反映水蝕營力與產沙量的關系更加直接，而且綜合了徑流量與洪峰在剝蝕土壤和搬運泥沙能力，比單獨運用徑流深或洪峰流量更加合理。
  13. For the reasons of accumulated soils and sands and the amount of precipitation, the volume in the reservoir is dynamic. if the volume in the reservoir is not dispatched correctly, it will result in the overflowing of the dam bank of the reservoir, even in the collapsing of the darn

    庫容又是水庫調度不可忽視的問題，而庫容又與水庫的橫、縱斷面、水位、水深有關，由於泥沙淤積、降水量多少等原因，水庫水量是動態的，不對水庫水量正確調度，會在大洪水時，造成水庫堤壩漫溢甚至垮壩。
  14. The paper analyzes and summarizes the following laws of distinctive sediment yield produced in storm floods of the region based on predecessors ' study : storm is the main dynamic force of erosive sediment yield and storm, flood and sediment exist an inevitable relation ; the flood occurring time is concentrated with high peaks and huge volume, suddenly rising and suddenly falling and has decisive influence to the formation of a major flood peak in the middle yellow river ; the main reasons of concentrated coarse sediment of the river is severe erosive sediment yield, strong sediment transporting capacity and high sediment concentration ; the important influence of frequent or continued storm floods happened in he - long reach especially in coarse sediment concentrated region to the sediment transport of the yellow river and ; along with the increase of harnessing, regional flood trend is becoming smaller but the variation of sediment quantity is not obvious and the reaction of peak discharge and flood runoff of majority tributaries are not sensitive, showing that a general and normal engineering works can not effectively control regional major floods especially the sediment of an extraordinary flood

    摘要在前人研究的基礎上分析總結了該區特有的暴雨洪水產沙規律：暴雨是侵蝕產沙的主要動力，暴雨、洪水、泥沙之間存在著必然的關系；洪水發生時間集中，峰高量大，暴漲暴落，對黃河中游大洪峰的形成具有決定性影響；侵蝕產沙強烈而粗泥沙集中，輸沙能力強，洪水含沙量高，是黃河粗泥沙的集中來源地；河龍區間特別是粗泥沙集中來源區頻繁或連續的暴雨洪水對黃河輸沙有重要影響；隨著治理水平的提高，區域洪水有減小趨勢，但泥沙量變化不明顯，大部分支流的洪峰流量、洪水含水量反應不敏感，說明一般規模和水平的治理工程還不能有效控制區域大洪水特別是特大洪水的泥沙。
  15. The new research progress in the effect of forest on rainfall, interception annual runoff, was summarized. the main issues show that the most function of forest vegetation aims at protecting water resources and water environment, adjusting water amount, controlling erosion, decreasing run - off silt, decreasing maximum flow as well as increasing discharge of river in dry season and purifying water quality

    本文一方面通過介紹森林水文學的概念、研究進展和實際運用，分析了森林與水相互作用的特點，並從降水、截留、徑流等方面綜合研究森林植被在涵養水源、調節水量、減少徑流泥沙、降低洪峰、增加枯水期流量、改善水質等方面具有的重要功能。
  16. Qualitative analysis on the effect of flood control and engineering safety -, seizing lots of water conservancy effective adjust storage. then making water level risen and reservoir backwater enlarged in the same flow level ? effect on beach and the buildings across river, soil salinization caused by flow from a lower to a higher place and unsmooth groundwater drainage destroy of travel resource caused by disorder enclose tideland for cultivation in reservoir silt up flood plain are given, then presents enclose tideland for cultivation dyke is important cause which water level rise in reservoir

    本文從青銅峽水庫泥沙淤積入手，分析水庫泥沙淤積特性和庫區圍墾堤開發利用淤積灘地的現狀，對防洪安全及工程安全的影響、侵佔大量的有效調蓄庫容、造成同級流量下水庫水位抬升水庫回水上延、對沿岸及過河建築構成影響、因水位抬升致使庫區周邊灌區地下水排水不暢乃至倒灌而造成土地鹽堿化、對水庫庫區大量淤積灘地無序圍墾造成旅遊資源破壞等五方面影響的定性分析，提出庫區圍墾堤是水庫水位抬升的重要原因。
  17. The results indicated that with the change of water and sand condition and the altitude of tongguan and the development of the industry and agriculture in recent decades, the water environment of wei river had changed largely, which were shown as follow : annual runoff and seasonal flood decreased sharply ; water stream of large discharge decreased and the range of runoff decreased greatly ; sediment load per year decreased generally, sediment concentration of water increased, and the sand silting up was serious ; water channel swung and shrank, and water regime deteriorated ; frequencies of big floods decreased obviously, and hyper concentrated flood increased obviously ; water levels of the same runoff rose universally, and the frequencies of the floods increased and aggravated ; water pollution was very serious

    結果表明，近期隨著水沙條件、潼關高程等的變化及工農業的發展，渭河的水環境發生了巨大變化，表現在年水量及汛期水量銳減；大流量級水流出現次數減少，水量減少幅度大；年輸沙量總體減少，河水含沙量增大，泥沙淤積嚴重；河道向擺動型發展，河道萎縮，河勢惡化；大洪水發生的次數顯著減少，高含沙小洪水明顯增多；同流量洪水位普遍抬高，洪災發生次數增加，洪災加重；水質污染極為嚴重。
  18. Among the 130 debris flow valleys, dazhai gully suspends high on the up range of baihetan hydropower station, with an altitude over 970 m and a drop more than 350 m. gravels, mud and flood in this valley brings the construction site in great danger. 3 kilometers upriver from the mouth of dazhai gully, lies the haizi gully, which is also frequented by debris flows, but will be taken as the dumping site for the construction

    庫區130條泥石流溝中大寨溝以溝口海拔970餘米的高程和350餘米的落差高懸于白鶴灘水電站的大壩上方，其溝內泥石流帶來的礫石、泥沙與洪水直接威脅著電站建設工地和樞紐的安全；緊鄰大寨溝溝口上游約3km的海子溝則為一條泥石流活動頻繁的溝谷，因其出口將作為水電站建設的棄渣場地，流域內的泥石流活動關系著水電站建設中棄渣場的安危。
  19. Countermeasures for sediment management in reservoirs regulation for flood control located in the middle yellow river

    黃河中游水庫群防洪調度中泥沙處理對策
  20. Complicated hydrologic and geographic conditions, and the large scale of the xiaolangdi hydraulic project on the yellow river are introduced briefly. three desilting tunnels are designed to meet the requirements of flood control, sediment discharge and runoff regulation. according to the performance requirements of desilting tunnels, the tunnel lining down - stream of the grouting curtain is designed to be post - tensional prestressed lining. on the basis of investigation and research, experiements and analysis, the unbonded prestressing system is used. it is the largest unbonded prestressed tunnel lining project in the world, and the first one in china

    簡介黃河小浪底水利樞紐復雜的水文、地質條件以及龐大的工程規模.該樞紐設計有3條排沙洞，擔負著泄洪、排沙、調節徑流和保證進水口不被泥沙淤堵的任務.根據排沙洞的水庫運用要求，灌漿帷幕下游排沙洞洞身段設計為混凝土后張預應力隧洞.通過大量的調研、試驗、分析論證，在施工前確定該預應力方案選用無粘結預應力系統，成為目前世界上規模最大的無粘結預應力隧洞襯砌工程，在國內尚屬首例
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