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    • 62. 发明专利
    • Hydraulic structure, and system and method for identifying distributed optical fiber for base seepage condition thereof
    • AU2016279153B2
    • 2018-07-12
    • AU2016279153
    • 2016-01-08
    • UNIV HOHAI
    • SU HUAIZHIYANG MENG
    • G01N15/08
    • A hydraulic structure, and a system and a method for identifying a distributed optical fiber for a base seepage condition thereof. The system comprises a specially produced single-mode optical fiber for automatic control heat source seepage measurement (143), an optical path coupler (127), and a synchronous controller (102). The synchronous controller (102) is connected to a mode locked laser (103), a polarization beam splitter (105), an isolator (106), a grating pair (108), a diffraction grating (110), a reflector (111), a beam splitter (112), a nonlinear crystal (113), a spectrometer (114), and a Michelson interferometer (115). The output end of the Michelson interferometer (115) is connected to the optical path coupler (127). The output end of the optical path coupler (127) is connected to a detector (128) and a second optical splitter (126) separately. The detector (128) is connected to a digital signal processor (140). The second optical splitter (126) is connected to the digital signal processor (140) by means of an amplification circuit. The digital signal processor (140) is connected to the synchronous controller (102) and a collector (141) separately. The system and the method have the advantages of high precision, high spatial resolution, high sensing speed, long distance monitoring and the like, and can realize the flowing and automation of monitoring and condition identification of a hydraulic structure in a harsh environment and base seepage thereof.
    • 63. 发明专利
    • Simple method for determining breakthrough time of anti-seepage liners in landfill
    • AU2017341157A1
    • 2018-06-28
    • AU2017341157
    • 2017-06-13
    • UNIV HOHAI
    • ZHU WEISHU SHIWANG SHENGWEIXU HAOQINGFAN XIHUI
    • G01N15/08
    • TEXT OF THE The present invention relates to a simple method for determining breakthrough time of anti-seepage liners in a landfill. The method includes the following steps: (a) detecting a leachate sample of the landfill to determine the initial concentration Co of typical pollutants, and monitoring the leachate head h of the landfill; (b) determining the harm-causing or pollution-causing concentration CA of the pollutants according to functional orientation of local groundwater of the landfill; (c) determining, through researches, related parameters of the anti-seepage liners and related parameters of pollutant migration, the related parameters of the anti-seepage liners including the thickness z of the seepage liners, the permeability coefficient k of the liners, and the porosity n of the material of the liners; and the related parameters of pollutant migration including the effective diffusion coefficient Da* and the mechanical dispersion coefficient Dm of the pollutants in the anti-seepage liners, and the adsorption retardation factor Rd of the anti-seepage liners on the pollutants; and (d) calculating the breakthrough time t of the anti-seepage liners according to a formula (1). The method can be widely applied to design, management, subsequent repairing and other work of anti-seepage liners in a landfill.
    • 64. 发明专利
    • Heat transfer pipe embedded in a prefabricated pipe pile and embedding method
    • GB2555050A
    • 2018-04-18
    • GB201720457
    • 2016-07-13
    • UNIV HOHAI
    • GANGQIANG KONGYANG ZHOUXU HUANGHUAIFENG PENGCHUNHONG LI
    • E02D5/24E02D5/30E02D5/58
    • A heat transfer pipe embedded in a prefabricated pipe pile and embedding method, the heat transfer pipe comprising: several prefabricated pipe piles (2) arranged side by side, a heat transfer pipe module and a pump apparatus group (9). A base portion of the prefabricated pipe pile (2) is sealed by closing the bottom thereof. Inclined holes are provided at both sides of a top portion of the prefabricated pipe pile (2). A locking pin (6) is provided at an inner wall of the pipe pile. A steel plate (7) is provided on the locking pin (6). A steel bar structure is bound on the steel plate (7). The heat transfer pipe module comprises a horizontal heat transfer pipe (1) and a vertical heat transfer pipe (4). One end of the horizontal heat transfer pipe (1) communicates with the vertical heat transfer pipe (4). Another end of the horizontal heat transfer pipe (1) connects to the pump apparatus group (9). Another end of the vertical heat transfer pipe (4) also connects to the pump apparatus group (9). The horizontal heat transfer pipe (1) is embedded and fixed via the steel bar structure. An embedded portion of the vertical heat transfer pipe (4) passed through the inclined holes and via a steel bar bracket is fixed in the prefabricated pipe pile (2). The mode of connection of the heat transfer module in each prefabricated pipe pile (2) comprises a serial and a parallel connection. The required costs for manufacture and embedding are low, the engineering efficiency is high, and the survival rate of the embedded pipes is high.
    • 65. 发明专利
    • СИСТЕМА ДЛЯ ПРЕДОТВРАЩЕНИЯ ПРОТЕЧКИ ПОЛИГОНА ТВЕРДЫХ БЫТОВЫХ ОТХОДОВ И СПОСОБ ЕЕ ПРОИЗВОДСТВА
    • RU2643729C1
    • 2018-02-05
    • RU2017130381
    • 2016-01-04
    • UNIV HOHAI
    • ZHU WEISHU SHIWANG SHENGWEIXU HAOQINGFAN XIHUIBAO JIANPINGMIN FANLU
    • B09B3/00
    • Изобретениеотноситсяк системампредотвращенияпротечкифильтратав полигонахтвердыхбытовыхотходов, способнымпродлитьвремядоразрушенияфильтратомстенокполигонаи способамизготовлениятакихсистем. Системавключаетв себядренажныйслойдлясборафильтрата, первыйнепроницаемыйслой, являющийсягеомембранойизПВД, глинистыйслойи дренажныйслойсбораподземныхвод, которыепоследовательноукладываютсясверхувниз. Глинистыйслойсодержитнижнийглинистыйслой, среднийглинистыйслойи верхнийглинистыйслой, которыерасполагаютсяпоследовательно. Среднийглинистыйслойзаполненмелкозернистымпескомс размерамичастицот 0,1 до 0,5 мми содержаниемводынеболее 3%, такчтокоэффициентфильтрациислояизпескаварьируетсяв пределахот 1×10до 1×10см/с. Засчетуказанныхпризнаковможетбытьзначительноувеличеновремяразрушенияфильтратомстенокполигона, засчетповышениястойкостинепроницаемогослоя. Приэтоммелкозернистыйпесоклегкодоступен, имеетнизкуюсебестоимостьи широкораспространенв Китае. Предлагаемаясистемапозволяетпродлитьсрокслужбыполигона, имеетпростоеустройствои можетэффективнопредотвратитьгрунтовыеводыотзагрязнениязасчетналичияслояизмелкозернистогопеска, поддерживаяэтотслойвсевремяв ненасыщенномсостоянии. 2 н. и 6 з.п. ф-лы, 1 ил.
    • 68. 发明专利
    • Preparation method for alumina supported cerium oxide powder material
    • GB201720482D0
    • 2018-01-24
    • GB201720482
    • 2016-05-06
    • UNIV HOHAI
    • The present invention discloses a preparation method of an alumina supported cerium oxide powder material. A cerium organometallic precursor is effectively decomposed into CeO2 nanoparticles at 500-700° C. in an oxygen atmosphere condition by using a chemical vapor deposition method, and the CeO2 nanoparticles are evenly dispersed on an Al2O3 support. The decomposition of the CeO2 precursor is accelerated by changing experimental parameters of reaction between organic materials and oxygen, so as to control the size and microstructure of powder, thereby achieving the preparation and even dispersion of cerium oxide nanoparticles, and avoiding the problem of generation of toxic waste liquor during reaction. The method of the present invention is simple, has a short preparation period, and the cerium oxide nanoparticles prepared are evenly dispersed, can be used as catalytic materials and functional materials, and have a broad application prospect in multiple fields.