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21. 发明公开

EP4303785A1 RESERVOIR FLOW RATE REGULATING METHOD AND APPARATUS, ELECTRONIC DEVICE, AND STORAGE MEDIUM 审中-实审
公开(公告)号：EP4303785A1
公开(公告)日：2024-01-10
申请号：EP22206945.2
申请日：2022-11-11
申请人： China Three Gorges Co., Ltd.
发明人： LIU, Xiaoting , DAI, Huichao , ZENG, Qinghui , HU, Peng , JIANG, Yunzhong , JIANG, Dingguo
IPC分类号： G06Q10/04 , G06Q10/06
摘要： Provided are a reservoir flow rate regulating method and apparatus, an electronic device, and a storage medium. The method includes: acquiring historical monitoring data of a hydraulic engineering regulating area; building a flow rate regulating guidance model of the reservoir based on the historical monitoring data, wherein the flow rate regulating guidance model is coupled with a relationship between a biogenic element concentration and each working condition indicator; acquiring current monitoring data and a target biogenic element concentration of the hydraulic engineering regulating area; determining a target discharge flow rate of the reservoir according to the current monitoring data and the target biogenic element concentration based on the flow rate regulating guidance model; and performing corresponding flow rate regulating on the reservoir according to the target discharge flow rate. According to the method provided by the above solution, the reservoir flow rate regulating method guided by the biogenic element concentration is realized by building the flow rate regulating guidance model coupled with the relationship between the biogenic element concentration and each working condition indicator, which effectively protects the ecological environment of the reservoir basin.

22. 发明公开

EP4303581A1 SYSTEM UND VERFAHREN ZUR INTELLIGENTEN FRÜHWARNUNG VOR WASSERBLÜTEN BASIEREND AUF DER VORHERSAGE DES ERNÄHRUNGSZUSTANDS VON GEWÄSSERN 有权
公开(公告)号：EP4303581A1
公开(公告)日：2024-01-10
申请号：EP22207091.4
申请日：2022-11-14
申请人： China Three Gorges Co., Ltd.
发明人： DAI, Huichao , MAO, Jinqiao , CHEN, Yanhong , ZHU, Shijie , JIANG, Dingguo , DAI, Jie , WANG, Kang
IPC分类号： G01N33/18 , G06F17/00
摘要： Die vorliegende Anmeldung offenbart ein System und ein Verfahren zur intelligenten Frühwarnung von Wasserblüten basierend auf der Vorhersage des Ernährungszustands von Gewässern, so dass der Ernährungszustand von Gewässern effizient und genau vorhergesagt und eine Frühwarnung von Wasserblüten durchgeführt werden kann, dass das Verfahren die folgenden Schritte umfasst: Sammeln der Multiskaleninformation des Wasserkörpers in dem Zielgewässer; Vorhersagen der Nährstoffkonzentration des Wasserkörpers in dem Zielgewässer gemäß der Multiskaleninformation des Wasserkörpers und Bestimmen des Ernährungszustands des Wasserkörpers in dem Zielgewässer gemäß der Nährstoffkonzentration; Vorhersagen der Wahrscheinlichkeit des Auftretens von Wasserblüten gemäß dem Ernährungszustand des Wasserkörpers und Erzeugen der entsprechenden Warnrückkopplungsbenachrichtigungsinformation gemäß der Wahrscheinlichkeit des Auftretens von Wasserblüten; digitales Anzeigen der Visualisierung des Ernährungszustands des Wasserkörpers, der Wahrscheinlichkeit des Auftretens von Wasserblüten und der Warnrückkopplungsbenachrichtigungsinformation, dass das System ein Multiskaleninformation-Erfassungsmodul, ein Modul zum Identifizieren eines Ernährungszustands, ein Wasserblüten-Frühwarnungsmodul und ein Digitalvisualisierungsmodul umfasst.

23. 发明公开

EP4283074A1 CAULKING MONITORING SERVO APPARATUS AND CAULKING RESTORING METHOD 有权
公开(公告)号：EP4283074A1
公开(公告)日：2023-11-29
申请号：EP22206627.6
申请日：2022-11-10
申请人： China Three Gorges Co., Ltd.
发明人： GAO, Chao , WANG, Zhiwei , LI, Yuxin , YU, Jie , ZHANG, Zhijun
IPC分类号： E04G23/02 , E04H9/02
摘要： The present invention relates to the field of architectural reinforcement technologies, and specifically to a caulking monitoring servo apparatus and a caulking restoring method. The caulking monitoring servo apparatus includes: a cushioning pad (1); and two side plate assemblies (2), respectively connected to two sides of the cushioning pad (1), where each side plate assembly (2) includes a porous plate (201), an oil distribution structure (202), and jack posts (203), a plurality of rows and a plurality of columns of jack post holes(2011) are provided in a side of the porous plate away from the cushioning pad, a plurality of oil distribution channel holes (2012) are provided in the porous plate (201), each oil distribution channel hole (2012) is in communication with one row of jack post holes (2011), the oil distribution structure(202) includes oil distribution channels (2021) having a one-to-one correspondence with the plurality of oil distribution channel holes and an oil inlet cavity (2022) in communication with first ends of the plurality of oil distribution channels, oil outlet holes having a one-to-one correspondence with jack post holes in a corresponding row are provided in each oil distribution channel, each oil distribution channel is movably arranged in a corresponding oil distribution channel hole and has a first position that allows communication between each oil outlet hole and a corresponding jack post hole and a second position that allows each oil outlet hole to be blocked by a hole wall of the oil distribution channel hole, and a plurality of rows and a plurality of columns of jack posts are arranged and have a one-to-one correspondence with the plurality of rows and the plurality of columns of jack post holes.

24. 发明公开

EP4283072A1 CAULKING MONITORING RESTORING APPARATUS AND CAULKING RESTORING METHOD 有权
公开(公告)号：EP4283072A1
公开(公告)日：2023-11-29
申请号：EP22206235.8
申请日：2022-11-08
申请人： China Three Gorges Co., Ltd.
发明人： GAO, Chao , WANG, Zhiwei , LI, Yuxin , YU, Jie , YU, Qi
IPC分类号： E04G23/02 , E04H9/02
摘要： The present invention relates to the field of construction reinforcement technologies, and specifically to a caulking monitoring restoring apparatus and a caulking restoring method. The caulking monitoring restoring apparatus includes a cushioning assembly, side plate assemblies, and a monitoring assembly. The cushioning assembly includes two rows and two columns of air posts (1). A restoring air hole (101) is provided in a sidewall of each air post (1). The restoring air hole (101) is connected to a restoring air pipe (2). A restoring air nozzle (3) is arranged at an end portion of the restoring air pipe (2). Two side plate assemblies are respectively a first side plate assembly (40) and a second side plate assembly (5), and are respectively connected to two sides of the cushioning assembly. Each of the first side plate assembly (4) and the second side plate assembly (5) includes a porous plate (401), an oil distribution structure (402), and jack posts (403). A plurality of rows and a plurality of columns of jack post holes (4011) are provided in a side of the porous plate (401) away from the cushioning assembly. A plurality of oil distribution channel holes (4012) are provided in the porous plate (401). Each oil distribution channel hole (4012) is in communication with one row of jack post holes (4011). The oil distribution structure (402) includes oil distribution channels (4012) having a one-to-one correspondence with the plurality of oil distribution channel holes (4012) and an oil inlet cavity (4022) in communication with first ends of the plurality of oil distribution channels (4021).

25. 发明公开

EP4242380A1 CONSTRUCTION METHOD FOR UNDERWATER PIPE PILE FOUNDATION AND UNDERWATER PIPE PILE FOUNDATION 审中-实审
公开(公告)号：EP4242380A1
公开(公告)日：2023-09-13
申请号：EP22207297.7
申请日：2022-11-14
申请人： China Three Gorges Co., Ltd.
发明人： YU, Guangming , CHEN, Meihe , WANG, Wei , ZHANG, Zechao , DAI, Jialin , LUO, Lunbo , ZHU, Wenlong , LI, Zhou , LIU, Kaiyuan
IPC分类号： E02D27/52 , E02D15/06 , E02D15/04 , E02D15/08 , E02D27/50 , E02D7/28 , E02D13/08 , E02D5/28 , E02D5/62
摘要： The disclosure relates a construction method for an underwater pipe pile foundation and the underwater pipe pile foundation, wherein the method comprises the following steps: disposing construction interlayers (20) on a side wall of a hollow steel pipe pile body (3) in an axial direction, disposing a plurality of construction holes (17) in the sides, away from an inner cavity of the pipe pile body (3), of the construction interlayers (20) in the axial direction, the plurality of construction interlayers (20) being disposed at intervals in the circumferential direction of the pipe pile body (3), and covering the construction holes (17) with plugging plates (2), hoisting and sinking the pipe pile body (3) on a position to be constructed, and sinking the pipe pile body (3) to a predetermined elevation; respectively disposing explosive impact apparatuses (5) at the plurality of construction holes (17), detonating the explosive impact apparatuses (5) to bomb out the plugging plates and form soil body cavities (7) in soil bodies on positions corresponding to the construction holes (17); laying down a grouting pipe (15) to the bottom of the pipe pile body (3) along the construction interlayers (20) and grouting the pile tip and the soil body cavities (7).

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