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    • 31. 发明专利
    • Hydraulic structure, and system and method for identifying distributed optical fiber for base seepage condition thereof
    • AU2016279153A1
    • 2018-01-18
    • 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.
    • 32. 发明专利
    • System and method for calibrating distributed optical fiber for health perception of a water-adjacent building
    • AU2015398811A1
    • 2018-01-18
    • AU2015398811
    • 2015-11-20
    • UNIV HOHAI
    • SU HUAIZHIYANG MENGGUO ZHIYUN
    • G01D18/00G01K15/00
    • A system and a method for calibrating a distributed optical fiber for health perception of a water-adjacent building, comprising a heat insulation barrel, and a plurality of calibration modules located in the heat insulation barrel around the axis thereof. Each calibration module comprises a through shaft (313), a first electronic thermometer (341) and a second electronic thermometer (345). The through shaft (313) is wound with an optical cable to be calibrated (348). The optical cable to be calibrated (348) is connected to an optical fiber temperature demodulator outside the heat insulation barrel. The first electronic thermometer (341) and the second electronic thermometer (345) are connected to a first temperature control meter (306) and a second temperature control meter (308) outside the heat insulation barrel, respectively. A temperature source heat wire (353) for heating water in the heat insulation barrel is disposed in a barrel wall of the heat insulation barrel. The temperature source heat wire (353) is connected to a power temperature control meter (310) outside the heat insulation barrel. The first temperature control meter (306) is connected to temperature drop and rise apparatuses by means of a first temperature control meter wire. The system for calibrating a distributed optical fiber for health perception of a water-adjacent building can realize high-precision calibration for a long-distance optical cable once by flexibly controlling temperature change in a heat insulation barrel via the temperature drop and rise apparatuses. Also disclosed is a method for calibrating a distributed optical fiber for health perception of a water-adjacent building.
    • 36. 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.
    • 39. 发明专利
    • Transparent frozen soil, and preparation method and application thereof
    • AU2014378591B2
    • 2016-03-17
    • AU2014378591
    • 2014-05-27
    • UNIV HOHAI
    • KONG GANGQIANG
    • C09K17/00
    • Abstract of description The present invention discloses a transparent frozen soil, which is prepared from a fluorine-containing polymer, cube ice and a colorless pore fluid by steps of preparing materials, blending, vacuuming, and freezing. The fluorine-containing polymer is Teflon AF 1600 produced by American DuPont Company, with the refractive index of 1.31, and are particles with the particle diameter of 0.25-2.0 mm, and the density of 2.1-2.3 g/cm 3 . The present invention also provides the application of the above transparent frozen soil in the frozen soil directional blasting model test and the frozen soil road embankment model thaw-slumping test. The transparent frozen soil prepared by the present invention can well simulate the properties of natural transparent frozen sandy soil, is effectively used in model tests in the geotechnical engineering, with accurate measurement results, and can realize the visualization of the internal deformation of the soil body, and it is low in the expense, and simple in the operation. -1 - Drawings of Abstract 1-6 1-6 1-1 1-2 1-4 16 1-5 1-7