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    • 2. 发明专利
    • SLUDGE DEHYDRATION DEVICE AND DEHYDRATION METHOD
    • AU2017100605A4
    • 2017-06-22
    • AU2017100605
    • 2017-05-24
    • UNIV HOHAI
    • ZHU WEIBAO JIANPINGMIN FANLUZHANG HUIWENFAN XIHUIQIAN YONGJIN
    • C02F11/12
    • Disclosed is a sludge dehydration device, including a mud storage container (1), a three-dimensional dehydration assembly (20) installed in the mud storage container 5 (1), a pressurization plate (8) disposed above the three-dimensional dehydration assembly (20) and movable up and down, and a driving assembly (5) configured to drive the pressurization plate (8) to move up and down and provide pressure to the pressurization plate (8). The three-dimensional dehydration assembly (20) includes a lower porous plate (2) located at a lower part of the mud storage container (1), an 10 upper porous plate (3) disposed above the lower porous plate (2) and detachably connected to the pressurization plate (8), and a plurality of water drainage pieces (4) connected between the lower porous plate (2) and the upper porous plate (3) and extending along a vertical direction. It is set that at least one side wall of the mud storage container (1) can be opened and closed. In this way, the three-dimensional 15 dehydration assembly (20) is disposed into the lower porous plate (2) and the upper porous plate (3) which correspond to each other, and the plurality of water drainage pieces (4) is connected between the lower porous plate (2) and the upper porous plate (3), thereby increasing water drainage channels for sludge; and the pressurization plate (8) is pressurized by the driving assembly (5), thereby achieving deep 20 dehydration of sludge. Also disclosed is a sludge dehydration method. ..5 .2 ... 54 53
    • 5. 发明专利
    • DESALINATION METHOD FOR IMPROVING TOPSOIL OF SALINE-ALKALI LAND BY USING SILT
    • AU2017100488A4
    • 2017-06-15
    • AU2017100488
    • 2017-05-04
    • UNIV HOHAI
    • ZHU WEIBAO JIANPINGXIN PEIZHANG HUIWENWEI DAIWEISHU SHILV YIYANWU SILIN
    • A01B79/02
    • A desalination method for improving topsoil of a saline-alkali land by using silt is disclosed. The method includes the following steps: (a) mixing topsoil of a saline-alkali land with silt, to form a mixed zone with a permeability coefficient of 1.Ox10-6 cm/s to 5.Ox1 0-5 cm/s; (b) building ridges around the mixed zone using silt, irrigating the mixed zone with fresh water for 2 to 4 months, and keeping a water depth of between 10 cm and 15 cm; and (c) planting rice in the mixed zone, and draining and irrigating the rice according to the growth characteristics and needs of the rice. Through mixing of topsoil of a saline-alkali land and silt, a mixed zone with a certain permeability coefficient is formed. In this way, a structure of the topsoil of the saline-alkali land can be improved, the soil fertility is improved, suitable conditions for the growth of rice are created, and a yield of the rice is improved. Moreover, after the structure of the topsoil of the saline-alkali land is improved by mixing with the silt, a permeability coefficient of the topsoil is decreased, and a permeation rate of a fresh water-containing soil layer is decreased, so that less fresh water can be used to maintain continuous downward permeation of fresh water, achieving salt-leaching and salt-reducing effects.
    • 6. 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.