CS254685B1 - A method of industrial waste water treatment - Google Patents
A method of industrial waste water treatment Download PDFInfo
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- CS254685B1 CS254685B1 CS857069A CS706985A CS254685B1 CS 254685 B1 CS254685 B1 CS 254685B1 CS 857069 A CS857069 A CS 857069A CS 706985 A CS706985 A CS 706985A CS 254685 B1 CS254685 B1 CS 254685B1
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Abstract
Rieši sa sposob čistenia priemyselných odpadových vod za přítomnosti anorganických koagulantov, pri ktorom sa k odpadovej vodě přidává Na montmorillonit a kondenzačný produkt organickej kyseliny s polyamínom. Sposob možno využit hlavně na čištěn,ie textilných odpadových vod, kde vody sú silné zafarbené a obsahujú ropné látky. Možho ho tiež použit i na čistenie ostatných odpadových vod.The invention relates to a method of purifying industrial wastewater in the presence of inorganic coagulants, in which montmorillonite and a condensation product of an organic acid with a polyamine are added to the wastewater. The method can be used mainly for purifying textile wastewater, where the water is strongly colored and contains petroleum substances. It can also be used for purifying other wastewater.
Description
Vynález sa týká sposobu čistenia odpadových vod flokuláciou, klorým možno zvýšit účinnost čistenia odpadových vod pri súčasnom zlepšení rýchlosti sedimentácie kalu a znížení obsahu ropných látok.The invention relates to a method of treating wastewater by flocculation, by which it is possible to increase the efficiency of treating wastewater while simultaneously improving the sedimentation rate of sludge and reducing the content of oil substances.
V súčasnosti sa vačšina priemyselných vod čistí koaguláciou (hlavně textilně odpadové vody), pričom sa na intenzifikáciu procesu obyčajne používajú organické flokulanty.Currently, most industrial waters are treated by coagulation (mainly textile wastewater), with organic flocculants usually used to intensify the process.
Podta francúzskeho patentu 2 379 306 sa k odpadovej vodě přidává okrem anorganického koagulantu (síran hlinitý] přísada neiónového tenzidu s diamínom.Under French patent 2,379,306, in addition to an inorganic coagulant (aluminum sulfate), a nonionic surfactant with diamine is added to the wastewater.
Podta patentu Vetkej Británie 1 572 396 sa odpadová voda upravuje přidáním anorganického koagulantu a organického flokulantu s molekulovou hmotnosťou nad 500 000.Under UK Patent 1,572,396, wastewater is treated by adding an inorganic coagulant and an organic flocculant with a molecular weight above 500,000.
Podta patentu ZSSR 835 967 sa odpadová voda z farbenia upravuje přidáním anorganického. koagulantu za přítomnosti organického flokulantu.Pursuant to the USSR patent 835 967, wastewater from dyeing is treated by adding inorganic. coagulant in the presence of an organic flocculant.
Podta patentu Rakúska 288 981 sa čistia pitné i odpadové vody pomocou montmorillonitu sodného typu a vysokomolekulárneho flokulantu, pričom vysokomolekulárny flokulant sa přidává do zmiešavacej nádrže ako posledný.Under Austrian patent 288,981, drinking and waste water are purified using sodium montmorillonite and a high molecular weight flocculant, with the high molecular weight flocculant being added to the mixing tank last.
Nevýhodou súčasného stavu čistenia priemyselných odpadových vňd anorganickými koagulantami je nedostatečná účinnost čistenia, dlhá doba sedimentácie, nedostatečná účinnost odstránenia ropných látok.The disadvantage of the current state of industrial wastewater treatment with inorganic coagulants is insufficient cleaning efficiency, long sedimentation time, and insufficient efficiency of removing oil substances.
V citovaných patentech plní organický flokulant funkciu zrýchtovania sedimentácie vločiek anorganického koagulantu.In the cited patents, the organic flocculant performs the function of accelerating the sedimentation of the inorganic coagulant flocs.
Uvedené a ďalšie nevýhody rieši tento vynález, podta ktorého sa k odpadovej vodě za přítomnosti anorganických koagulantov přidá 10 až 500 mg. dm-3 Na mortmorillonitu a 0,2 až 20 mg. dm 3 kondenzačného produktu kyseliny steárovej s dietylén-3-amínom, alebo 0,2 až 20 mg. dm-3 kvarteOčinnosť čistenia:The above and other disadvantages are solved by the present invention, according to which 10 to 500 mg. dm -3 of mortmorillonite and 0.2 to 20 mg. dm 3 of the condensation product of stearic acid with diethylene-3-amine, or 0.2 to 20 mg. dm -3 of quarto are added to the wastewater in the presence of inorganic coagulants.
Před čistěnímBefore cleaning
CHSKcr (mg. dm-3] aCOD cr (mg. dm -3 ] a
597,0 b c597.0 b c
Objem kalu v 30 min. sedimentácii v „b“ a „c“ je nižší, oproti „a“ o cca 10 %. Příklad 2Sludge volume in 30 min. sedimentation in "b" and "c" is lower, compared to "a" by approx. 10%. Example 2
Κ 1 dm3 priemyselnej textilnej odpadovej vody boli určené a přidané optimálně dávky koagulantov, minerálu a organickej látky takto:For 1 dm 3 of industrial textile wastewater, the optimal doses of coagulants, minerals and organic matter were determined and added as follows:
a] — 600 mg FeSOá. 7 H2O + 320 mg CaO rizačného produktu kyseliny stearovej s dietylénamínom.a] — 600 mg FeSO₃. 7 H2O + 320 mg CaO of the reaction product of stearic acid with diethyleneamine.
Výhodou sposobu čistenia podta vynálezu je zvýšenie účinnosti čistenia priemyselných vod v porovnaní s čistěním s anorganickými koagulantami, resp. ich kombinácie s organickým flokulantom. Výhodou spósobu čistenia pódia vynálezu je zrýchlenie sedimentácie kalu, zlepšenie odvodňovacej schopnosti kalu a zlepšenie odstránenia ropných látok.The advantage of the purification method according to the invention is the increase in the efficiency of purification of industrial waters compared to purification with inorganic coagulants, or their combination with an organic flocculant. The advantage of the purification method according to the invention is the acceleration of sludge sedimentation, improvement of sludge drainage capacity and improvement of oil removal.
Organická látka přidávaná k montmorillonitu nemá sama o sebe flokulačnú schopnost a zrýchlenie sedimentácie, zlepšenie odvodňovacej schopnosti kalu nastáva po jej reakcii s Na montmorillonitom.The organic substance added to montmorillonite does not have flocculation ability and acceleration of sedimentation by itself; the improvement of sludge dewatering ability occurs after its reaction with Na montmorillonite.
Vynález je ďalej dokumentovaný, no nie však obmedzený nasledovnými príkladmi:The invention is further illustrated, but not limited, by the following examples:
Příklad 1Example 1
Κ 1 dm3 priemyselne textilnej odpadovej vody boli určené a přidané optimálně dávky koagulantov, minerálu a organickej látky takto:For 1 dm 3 of industrial textile wastewater, the optimal doses of coagulants, minerals and organic matter were determined and added as follows:
a) — čírenie s 400 mg FeSOá. 7 H2O a 200 mg CaOa) — clarification with 400 mg FeSO₃. 7 H2O and 200 mg CaO
b) — čírenie s 400 mg FeSO-i. 7 H2O a 200 mg CaO + 100 mg Na montmorillonit + + 2,5 mg kondenzačného produktu kyseliny stearovej s dietylén-3-amínomb) — clarification with 400 mg FeSO-i. 7 H2O and 200 mg CaO + 100 mg Na montmorillonite + + 2.5 mg condensation product of stearic acid with diethylene-3-amine
c) — čírenie s 400 mg FeSO4.7 H2O a 200 mg CaO + 100 mg Na montmorillonit + + 0,5 mg polyakrylamid (Praestol 522 K]c) — clarification with 400 mg FeSO4.7 H2O and 200 mg CaO + 100 mg Na montmorillonite + + 0.5 mg polyacrylamide (Praestol 522 K]
Po ČistěníAfter Cleaning
CHSKgr (mg. dm“3) %COD gr (mg. dm3 ) %
— 600 mg FeSOá . 7 H2O + 320 mg CaO + +100 mg Na montmorillonit + 2,5 mg kvarterizovaného produktu kyseliny stearovej s dietylamínom— 600 mg FeSO₃.7 H2O + 320 mg CaO + +100 mg Na montmorillonite + 2.5 mg quaternized product of stearic acid with diethylamine
c) — 600 mg FeSO4.7 H2O + 320 mg CaO + + 0,2 mg polyakrylamidu (Praestol 522 K]c) — 600 mg FeSO4.7 H2O + 320 mg CaO + + 0.2 mg polyacrylamide (Praestol 522 K]
Po čistěníAfter cleaning
CHSKcr (mg . dm-3) % Ropné látky % (mg. dm3)COD cr (mg . dm -3 ) % Oils % (mg. dm 3 )
Očinnosť čistenia:Cleaning efficiency:
Před čistěním CHSKcr (mg. dm-3)Before purification COD cr (mg. dm -3 )
Objem kalu v 30 min. sedimentácii v „b“ a „c“ je nižší, oproti ,,a“ o, cca 7 %, zlepšená odvodniteínosť kalu v „c“ o 12 %, v „b“ o 9 °/o, oproti „a“.The volume of sludge in 30 min. sedimentation in "b" and "c" is lower, compared to "a" by about 7%, the sludge dewaterability in "c" improved by 12%, in "b" by 9%, compared to "a".
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Application Number | Priority Date | Filing Date | Title |
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CS857069A CS254685B1 (en) | 1985-10-02 | 1985-10-02 | A method of industrial waste water treatment |
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CS857069A CS254685B1 (en) | 1985-10-02 | 1985-10-02 | A method of industrial waste water treatment |
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CS706985A1 CS706985A1 (en) | 1987-06-11 |
CS254685B1 true CS254685B1 (en) | 1988-01-15 |
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CS857069A CS254685B1 (en) | 1985-10-02 | 1985-10-02 | A method of industrial waste water treatment |
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