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    • 4. 发明专利
    • FORECASTING DEVICE FOR AMOUNT OF RAINFALL
    • JPS63313088A
    • 1988-12-21
    • JP14909987
    • 1987-06-17
    • TOSHIBA CORP
    • KODATE HIDEMISEKI NAOSHIGEOKU MITSUO
    • G01W1/10G01S13/95G01W1/00G06F19/00
    • PURPOSE:To forecast the latest amount of rainfall at short intervals of time by calculating the gravity center point of the rainfall amount and rainfall density from a rainfall amount distribution chart obtained by calibrating raindrop data obtained by a radar rain gauge with rainfall amount data obtained by a ground rain gauge. CONSTITUTION:A forecasting device 3 calibrates the raindrop data from the radar rain gauge 1 with rainfall amount data from the ground rain gauge 2 at prescribed intervals of time to generate a rainfall amount distribution chart at prescribed intervals of time, thereby calculating the rainfall amount gravity center and rainfall density. Then the movement track of the rainfall amount gravity center is found from the difference between rainfall amount gravity center points of adjacent times and moved to the gravity center point of a forecasted object area. Further, the transition track of the rainfall density is found from the difference in rainfall density between adjacent times. Further, the future moving speed forecasted value and rainfall density forecasted value are calculated from the moving speed data on the rainfall amount gravity center point and the transition track of the rainfall density. Here, the mean value of the amount of rainfall in an area traced back on the movement track of the estimated object area by a moving speed forecasted value is found and multiplied by a variation coefficient obtained from the rainfall density forecasted value to obtain the rainfall amount forecasted value of the object area to be forecasted.
    • 5. 发明专利
    • OUTFLOW-ANALYSIS SUPPORT APPARATUS
    • JPH06221883A
    • 1994-08-12
    • JP1161493
    • 1993-01-27
    • TOSHIBA CORP
    • NAKAJIMA KANEMIOKU MITSUOKOBAYASHI SHUICHIRO
    • E03F5/22G01F1/00
    • PURPOSE:To quickly make an equal-arrival-time curve with reference to various condition changes by installing a means wherein the transfer point of a pipe waterway is computed on the basis of the flow velocity of rainwater flowing inside the pipe waterway. CONSTITUTION:The intensity of a rainfall is received by a radar transmitter- receiver 13 via an antenna 11, and it is transmitted by a data transmission device 14 as precipitation data 15. On the other hand, data from a ground rain gauge 12 is transmitted by a telemeter 16. The data 15 is sent to a precipitation operation device 17, and a precipitation is estimated and sent out to an outflow- analysis operation device 18. The operation device 18 automatically makes an equal-arrival-time curve by using an outflow-analysis support apparatus 20. That is to say, the flow velocity of each pipe waterway is found on the basis of characteristic data on the pipe waterway by a pipe-waterway transfer- point computation means, the transfer time is found on the basis of the flow velocity and the length of the pipe waterway, and a transfer point is computed. After that, a transfer curve is computed on the basis of a prescribed geometrical equation from a most downstream point up to an upstream point, and an equal- arrival-time curve is made on the basis of the transfer curve.
    • 7. 发明专利
    • Removal device for excess sludge
    • 拆卸设备,用于超级清洁
    • JPS5916596A
    • 1984-01-27
    • JP12295082
    • 1982-07-16
    • Toshiba Corp
    • OKU MITSUO
    • C02F3/12
    • Y02W10/15
    • PURPOSE: To make the amt. of the sludge to be accumulated in each basin uniform, by determining the deviation value of the flow rate of the return sludge from each basin from the flow rate of the return sludge to be returned with a return sludge pump from the respective basin of a final settling basin and removing the excess sludge in accordance with the results thereof.
      CONSTITUTION: The activated sludge scraped by a sludge scraper 3 in, for example, four sludge accumulating inlets 2 in a settling basin 1 is returned by a return sludge pump 4 into an aeration tank, and the flow rates of the return sludge removed from the inlets 2 are measured with electromagnetic flowmeters 5 for return sludge. The excess sludge is branched from the removal pipings of the respective sludge accumulating inlets and is removed through electrically driven selector valves 6 provided for each of the basins by means of an excess sludge pump 7. The removal flow rate of the excess sludge in this stage is measured with an electromagnetic flowmeter 8 for the excess sludge. When a removal command is emitted to an excess removal command 9 in such constitution, the command is inputted to a calculator 10.
      COPYRIGHT: (C)1984,JPO&Japio
    • 目的:制作amt。 通过确定每个盆地的返回污泥的流量与从最终的各个盆地返回的返回污泥的返回污泥的流量的偏差值,确定每个盆地均匀的积聚的污泥 沉淀盆地,并根据其结果除去多余的污泥。 构成:将污泥刮板3例如在沉降池1内的4个污泥积聚入口2中刮下的活性污泥由返回污泥泵4返回到曝气池中,并将返回污泥的流量从 入口2用回流污泥的电磁流量计5测量。 多余的污泥从相应的污泥积聚入口的去除管道分支,并通过用于每个盆地的电动选择阀6通过过量的污泥泵7除去。该阶段中多余的污泥的去除流速 用过量污泥的电磁流量计8测量。 当在这种结构中向多余的去除命令9发出去除命令时,该命令被输入到计算器10。
    • 9. 发明专利
    • METHOD FOR TREATING WASTED NUTRITIVE SOLUTION AND TREATMENT DEVICE USED THEREFOR
    • JPH07115862A
    • 1995-05-09
    • JP26912793
    • 1993-10-27
    • TOSHIBA CORP
    • KAWACHI KYOZOTSUTSUMI MASAHIKOOKU MITSUO
    • A01G31/00
    • PURPOSE:To efficiently treat a wasted nutritive solution generated on the culture of vegetables or fruits in a nutritive solution at a reduced treatment cost by adding a fermentation seep to the wasted nutritive solution and subsequently subjecting the wasted nutritive solution to a biological nitrogen-removing treatment using the fermentation seep as a carbon source, the fermentation seep being obtained by anaerobically fermenting wasted plants. CONSTITUTION:This method for treating a wasted nutritive solution comprises anaerobically, preferably aerobically, fermenting wasted plants, adding the fermentation seep to the wasted nutritive solution, and subsequently subjecting the wasted nutritive solution to a biological nitrogen-removing treatment in the atmosphere of a high oxygen concentration, soluble organic substances contained in the fermentation seep being used as a carbon source. On the treatment of the wasted nutritive solution, a device for treating the wasted nutritive solution 31 is preferably used, the device being provided with a fermentation tank 20 for anaerobically fermenting the wasted plants 31, a mixing tank 30 for mixing the wasted nutritive solution 31 with a fermentation seep 25 obtained from the fermentation tank 20, and a reaction tank 40 for subjecting the mixed solution 36 from the mixing tank 30 to a biological nitrogen- removing treatment and for discharging the treated water 52.
    • 10. 发明专利
    • AUTOMATIC OPERATION DEVICE FOR WATER STORAGE POND
    • JPH02131181A
    • 1990-05-18
    • JP28319088
    • 1988-11-09
    • TOSHIBA CORP
    • HONDA KAZUHIROKOBAYASHI SHUICHIROOKU MITSUO
    • C02F1/00G05B13/00
    • PURPOSE:To control automatically the determination of timing for returning and returning flow rate by finding the pump operation planned value based on the inflow flow rate pattern and storage volume of water by making fuzzy interference for the degree of return flow rate based on the fuzzy input variable formed basing on said value, pumping volume, deviation and the pump well water level. CONSTITUTION:Inflow rate pattern 4 per one hour required for the following one day is extracted from time series data 3 for the past inflow rate by a pattern extraction means 5, and a pump operation planned value 6 and return water flow planned value 7 per one hour required for the following one day are formed by a plan forming means 8 from the inflow rate pattern 4 and the storage volume of a water storage pond to be obtained preliminarily. Then, fuzzy input variable is formed up by a pre- treatment means 9 from the deviation between the pump operation planned value 6 and the pumping volume in real time and the pump well water level, and the degree of return flow rate is fuzzily inferred by a fuzzy interference means 10. Further, proper return water valve opening degree is computed by an after-treatment means 11, while the return water flow plan operation is monitored by a monitor-control means 12, and if necessary, return water flow is stopped to control the return flow rate eventually.