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    • 47. 发明公开
    • BIOLOGICAL REACTOR FOR WASTE WATER PURIFICATION
    • 生物反应器污水
    • EP2879997A1
    • 2015-06-10
    • EP14718195.2
    • 2014-03-03
    • Penzes, LadislavCsefalvay, Juraj
    • Penzes, LadislavCsefalvay, Juraj
    • C02F3/12C02F3/10C02F3/20C02F3/22C02F3/30
    • C02F3/1247C02F3/10C02F3/201C02F3/223C02F3/302C02F2203/006C02F2301/02Y02A20/216Y02W10/15
    • Biological reactor for wastewater treatment from minor sources of pollution using activation process with activated sludge in upflow and/or with growth culture, where all processes of biological treatment with activation process take place in a single-tank biological reactor, where functional areas of mechanical pre-treatment, aeration and activated sludge separation are spatially separated. The biological reactor contains a tank (1), in which a separation chamber (4) is centrally situated, an area between a casing (5) of the separation chamber (4) and a casing (2) of the tank (1) is divided into two parts by two vertical partition walls A (7) and B (8) spanning from a tank bottom (3) to a bottom of a discharge piping (29), namely into a mechanical pre-treatment chamber (11) and an aerated chamber (12). Recirculation of activated mixture from the oxic aerated chamber (12) into the mechanical pre-treatment chamber (11) is provided in such manner that pre-treatment chamber (11) and the aerated chamber (12) are connected by an opening (19, 22) in the upper parts of both vertical partition walls A (7) and B (8), wherein aeration elements A (36) and B (37) located near the bottom of the aerated chamber (12) in front of partition walls A (7) and B (8) are situated so that a height of the water column over the aeration element A (36) is lower than a height of the water column over the aeration element B (37) and/or an air flow regulator (42, 43) for the aeration elements A (36) and B (37) provides air flow regulation in such manner that the amount of the air conveyed into the aeration element A (36) is higher than the amount of the air conveyed into the aeration element B (37), which allows to create horizontal circulation of water surface layer of activated mixture around the upper part of the casing (5) of the separation chamber (4), namely from the opening (19) in the partition wall (7) through the mechanical pre-treatment chamber (11) of to the opening (22) in the partition wall B (8) and through the opening (22) in the partition wall B (8) to the aerated chamber (22) and further to the opening (19) in the partition wall A (7).
    • 49. 发明公开
    • SEWAGE WATER DEPURATION PLANT, COMPRISING A VERTICAL REACTOR, WITH IMPROVED NITROGEN TREATMENT
    • 与改善的氮处理立式反应器污水处理厂
    • EP2726417A1
    • 2014-05-07
    • EP12753827.0
    • 2012-06-27
    • H.C. Development S.r.l.
    • PICCOLI MassimoDE FERRANTE Ranieri
    • C02F3/00C02F3/22C02F3/30C02F3/26
    • C02F3/1278C02F3/006C02F3/223C02F3/226C02F3/26C02F3/302C02F2203/006C02F2209/22Y02W10/15
    • The present invention concerns un vertical reactor civil and industrial sewage water depuration plant, of the type comprising, in sequence following the flow of water to be depurated: a section (14) of removal of coarse solids which are present in sewage water to be treated, a denitrification basin (18), an oxidation/homogenization basin (20) on the bottom of which a vertical reactor is positioned (22), provided with a plurality of air and oxygen diffusers and with an air lift (23) taking water from the bottom of the vertical reactor (22) and conveying it to a flotation vessel (25) and subsequently to a battery of lamellar packs and from that to a disinfection section (28) and to the outlet, characterised by comprising a second air lift (24) taking water from the vertical reactor (22) at an intermediate height and conveying it to said flotation vessel (25) or to a different flotation vessel (25) and from this to said battery of lamellar packs and subsequently to said disinfection section (28) and to the outlet, means of hydraulic connection by communicating vessels of said denitrification basin (18) and said oxidation/homogenization basin (20), which can be controlled to pass from an open position to a closed position, oxygenation means (48) of said denitrification basin (18) and oxygenation means (46) of said oxidation/homogenization basin (20), stirring means (51) of said denitrification basin (18) and stirring means (49) of said oxidation/homogenization basin (20), and additionally means of detection of oxygen level which is present in said basins (18, 20), controlling the operation of said first deeper air lift (23) and said second less deep air lift (24), and additionally of said oxygenation means (46, 48) and said stirring means (49, 51).
    • 50. 发明公开
    • Biologische Klärvorrichtung
    • BiologischeKlärvorrichtung
    • EP2641876A1
    • 2013-09-25
    • EP13158783.4
    • 2013-03-12
    • ATB Umwelttechnologien GmbH
    • Vogt, TorstenZelmer, Torsten
    • C02F3/12C02F3/22F16K31/22F16K31/26
    • C02F3/223C02F3/1242C02F3/1263C02F2203/006F16K31/22F16K31/26Y02W10/15
    • Biologische Klärvorrichtung, umfassend einen Ablauf mit einer Ablaufleitung (50) zur Abförderung von gereinigtem Abwasser aus einer Klärkammer (16) zu einem Klarwasserauslass (32) und einen Pufferbehälter (52,152,252), der in die Ablaufleitung (50) integriert ist, dadurch gekennzeichnet, dass der Pufferbehälter (52,152,252) zwei Auslässe aufweist, nämlich einen höher gelegenen Auslass (58,158,258) oberhalb seines Bodens (82,182,282), der zum Klarwasserauslass (32) führt, und einen tiefer gelegener Auslass (80,180,280), der als Ventilsitz (181,281) ausgebildet ist und durch einen Ventilkörper (84,184,284) zumindest teilweise verschließbar ist, und dass der Pufferbehälter (52,152,252) ferner einen Schwimmkörper (86,186,286) aufweist, der innerhalb des Behälters (52,152,252) zwischen einer unteren und einer angehobenen Stellung beweglich angeordnet ist und mit dem Ventilkörper (84,184,284) derart mechanisch verbunden ist, dass der Ventilkörper (84,184,284) durch ein Anheben des Schwimmkörpers (86,186,286) gegen den Ventilsitz (181,281) bewegbar ist.
    • 生物澄清装置(10)包括具有排出管线(50)的排水口,用于将净化废水从净化室(16)输送到清水出口(32)和缓冲罐,该缓冲罐被集成到排放管线中。 缓冲罐包括:两个出口,包括位于其上方较高的底部的第一出口,该第一出口通向透明出水口,位于下方的第二出口形成为阀座,并且至少部分地由阀体封闭 ; 以及浮动体,其可移动地设置在所述罐内。 生物澄清装置(10)包括具有排出管线(50)的排水口,用于将净化废水从净化室(16)输送到清水出口(32)和缓冲罐,该缓冲罐被集成到排放管线中。 缓冲罐包括:两个出口,包括位于其上方较高的底部的第一出口,该第一出口通向透明出水口,位于下方的第二出口形成为阀座,并且至少部分地由阀体封闭 ; 以及浮体,其可移动地设置在所述罐内的下升高位置和升高位置之间,并且机械地联接到所述阀体,使得所述阀体可通过将所述浮体提升到所述阀座来移动。