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Небесная энциклопедия

Космические корабли и станции, автоматические КА и методы их проектирования, бортовые комплексы управления, системы и средства жизнеобеспечения, особенности технологии производства ракетно-космических систем

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Мониторинг СМИ

Мониторинг СМИ и социальных сетей. Сканирование интернета, новостных сайтов, специализированных контентных площадок на базе мессенджеров. Гибкие настройки фильтров и первоначальных источников.

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Применить Всего найдено 9. Отображено 9.
10-11-2010 дата публикации

Earth-rock dam deep-base seepage-control water-stopping structure for water conservancy and hydropower project

Номер: CN0101200885B
Принадлежит:

The present invention discloses an anti-seepage sealing structure of the deep foundation of the earth-rockfill dam of a water conservancy and hydropower project, which can effectively prevent the seepage of the dam. The anti-seepage sealing structure of the deep foundation of the earth-rockfill dam of the water conservancy and hydropower project includes the anti-seepage layer of the dam body which is stretched from the top of the dam body to the bottom of the dam body, and the anti-seepage layer of a dam base, which is jointed with the anti-seepage layer of the dam body, is arranged in the dam base of the bottom of the dam body. By arranging the anti-seepage layer of the dam base in the dam base, the anti-seepage sealing structure can effectively prevent water seepage in the dam, thus increasing the anti-seepage property and durability of the whole dam and the foundation. Moreover, according to the different distributions of permeable layers from strong to weak in the dam base, the anti-seepage ...

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19-01-2011 дата публикации

Water supply and drainage system of plunge pool

Номер: CN0101949145A
Принадлежит:

The invention discloses a water supply and drainage system of a plunge pool with relatively low energy consumption. The system comprises a water pipe for communicating the plunge pool at the upstream of an afterbay dam and a river bed at the downstream of the afterbay dam, the water pipe is embedded in the dam body of the afterbay dam, the front end of the water pipe is led to a bottom plate of the plunge pool at the upstream of the afterbay dam, and the rear end of the water pipe is led to the river bed at the downstream of the afterbay dam; and the water pipe is provided with a control valve and a pumping device for pumping accumulated water in the plunge pool into the river bed at the downstream of the afterbay dam. The pumping device of the system can pump off the accumulated water in the plunge pool only by endowing each unit weight of accumulated water in the plunge pool with energy for raising the accumulated water to the downstream water level height of the afterbay dam from the ...

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12-01-2011 дата публикации

Impervious structure of arch dam and construction method thereof

Номер: CN0101942820A
Принадлежит:

The invention discloses an impervious structure of an arch dam, which is used for avoiding seepage prevention failure caused by the crack of an arch dam heel as well as a construction method for building the impervious structure of the arch dam. The impervious structure comprises an impervious curtain which is arranged in bedrock, close to an upstream dam surface and positioned at the outer side of the dam heel, the top of the impervious curtain is connected with an impervious cap arranged on a foundation surface, a structure gap is arranged between the impervious cap and the arch dam body, and a watertight facility is arranged at the structure gap. The invention breaks through a general concept that the impervious curtain is necessarily arranged in a compressive stress area of an arch dam base. The impervious curtain is arranged at the upstream side outside the dam heel so as to solve the problem of impervious curtain damage and failure caused by the crack of the dam base rock and also ...

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25-05-2011 дата публикации

Automatic arch dam pouring block plotting device and plotting method

Номер: CN0102073768A
Принадлежит:

The invention relates to the technology of modeling, and discloses an automatic arch dam pouring block plotting method, and solves the problems of heavy workload, high difficulty and prone errors caused by manual drawing in the prior art. The technical scheme comprises the main points that: the arch dam pouring block plotting method comprises the following steps of: a. constructing a basic database including arch dam modeling-related data information; b. establishing a three-dimensional model of an overall arch dam; c. inputting the information of a pouring block which needs to be plotted, and extracting the three-dimensional structural information of the pouring block from the three-dimensional model of the overall arch dam; d. outputting the acquired three-dimensional structural information of the pouring block, and generating two-dimensional drawing paper through a two-dimensional plotting module; and e. marking the generated two-dimensional drawing paper and counting basic information ...

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23-09-2009 дата публикации

Production method of dense soda ash in high altitude localities

Номер: CN0101538055A
Принадлежит:

The invention belongs to the technical field of soda ash production, and particularly relates to a production method of dense soda ash in high altitude localities. The method comprises the process flows of hydration reaction, soda ash calcination, soda ash cooling and sieving, and inspection packing for obtaining the products; the method adopts the process conditions that the mass percent ratio of water to anhydrous sodium carbonate during the hydration reaction is 31 to 37:100; the temperature of the hydrate water is 45 to 60 DEG C; the temperature of the outlet air of a hydrator is 85 to 89 DEG C; during the soda ash calcination, self return soda ash calciner equipment is adopted for the soda ash calcination; and during the soda ash cooling and sieving, boiling soda ash cooling machine equipment is adopted for the soda ash cooling. The method is totally suitable for the production application of the soda ash calcination in high altitude localities, the production conditions of thermonatrite ...

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18-06-2008 дата публикации

Earth-rock dam deep-base seepage-control water-stopping structure for water conservancy and hydropower project

Номер: CN0101200885A
Принадлежит:

The present invention discloses an anti-seepage sealing structure of the deep foundation of the earth-rockfill dam of a water conservancy and hydropower project, which can effectively prevent the seepage of the dam. The anti-seepage sealing structure of the deep foundation of the earth-rockfill dam of the water conservancy and hydropower project includes the anti-seepage layer of the dam body which is stretched from the top of the dam body to the bottom of the dam body, and the anti-seepage layer of a dam base, which is jointed with the anti-seepage layer of the dam body, is arranged in the dam base of the bottom of the dam body. By arranging the anti-seepage layer of the dam base in the dam base, the anti-seepage sealing structure can effectively prevent water seepage in the dam, thus increasing the anti-seepage property and durability of the whole dam and the foundation. Moreover, according to the different distributions of permeable layers from strong to weak in the dam base, the anti-seepage ...

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19-01-2011 дата публикации

Periphery water stop structure of tunnel plug and setting method thereof

Номер: CN0101949293A
Принадлежит:

The invention discloses a periphery water stop structure of a tunnel plug. One part of the water stop sheet of the water stop structure is pre-embedded in concrete foundation; the inner wall of the concrete foundation is reserved with a groove; the part of the water stop sheet, which is not pre-embedded in the concrete foundation, is contained in the groove after bent; and the opening of the groove is provided with a cover plate capable of opening. The invention also provides a setting method of the water stop structure, specifically comprising the following steps: when an elevated module is adopted to pour the concrete foundation, one part of the water stop sheet is pre-embedded in the concrete foundation, and a groove is reserved on the inner wall of the concrete foundation; after the concrete foundation is poured by adopting the elevated module, the part of the water stop sheet, which is not pre-embedded in the concrete foundation, is contained in the groove after bent; the opening of ...

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20-02-2020 дата публикации

Harmless Treatment System and Method for Livestock and Poultry Breeding Wastewater

Номер: AU2020100061A4

Abstract The invention discloses a harmless treatment system and a method for livestock and poultry breeding wastewater, which comprises a wastewater treatment system and a sludge treatment system. The wastewater treatment system includes a collecting tank, a solid-liquid separator, an air floatation-settling tank, an acidification tank, a UMIC anaerobic reactor, a recycling tower, an air flotator, an ammoniation tank, a primary settling tank, a nitrification tank, a secondary settling tank, an aeration tank, a tertiary settling tank and a storage tank successively connected to each other. Mainly based on the UMIC double internal circulation anaerobic reactor, the invention combines physicochemical and biochemical methods to conduct harmless treatment of livestock and poultry breeding wastewater. The concentration of pollutants in the treated water can meet the requirements of the Discharge Standard of Pollutants for Livestock and Poultry Breeding (GB18596-2001). Then the wastewater can be directly discharged to the surrounding cropland for irrigation, which brings certain economic benefits to the surrounding farmers. Manure Storage Biog- Heaing swine Collecting Solid-liquid Air Floatation- Acidification Wastewater Tank Separation Tank s ettling Tank Tank --- Dross and Bottom Sude Filter Cake Filter Transported -6--- press ----- SludgeTank Outside UMIC PAM Sudge PAM-'- WaterFiltered Connected to the Air Flotator Biogas Tank Acidification Tank .. Nitrification Tank ___Pnmary Settling Ammornation Tan Biogas Heater Sludge Tn Refhn Fan -.. Secondary Settling Aeration Tank Tetiary Settling Storage Tank The Remaining Sludge to the Sludge Tank Sludge Refux Figure 2

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31-03-2020 дата публикации

Underground wall surrounding well structure

Номер: CN210216392U
Принадлежит: PowerChina Chengdu Engineering Co Ltd

本实用新型涉及一种地连墙围井结构,属于勘探施工技术领域。本实用新型针对常规勘探技术对深部砂层取样扰动影响大、取样数量少及现场试验条件不理想的不足,提出一种地连墙围井结构。本实用新型包括地基,地基结构为覆盖层中夹相对不透水砂层,还包括地连墙和帷幕灌浆,地连墙采用钢筋混凝土结构、四周形成封闭式的围井结构,地连墙从上方的覆盖层内自上往下设置、并且下端插入或穿过相对不透水砂层;帷幕灌浆设置在地连墙底部。相对不透水砂层埋深通常超过30m,厚度超过10m,渗透系数小于10 ‑5 cm/s。地连墙内部采用水平钢支撑进行支护,地连墙顶部浇筑有地表圈梁,并在地连墙围井内的井底设置有降水井。

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