RU1832119C - Natural water purifier and method of purification - Google Patents

Natural water purifier and method of purification

Info

Publication number
RU1832119C
RU1832119C SU914946236A SU4946236A RU1832119C RU 1832119 C RU1832119 C RU 1832119C SU 914946236 A SU914946236 A SU 914946236A SU 4946236 A SU4946236 A SU 4946236A RU 1832119 C RU1832119 C RU 1832119C
Authority
RU
Russia
Prior art keywords
water
microfilter
biocenosis
natural
receiving channel
Prior art date
Application number
SU914946236A
Other languages
Russian (ru)
Inventor
Валентин Васильевич Найденко
Лев Алексеевич Васильев
Алексей Львович Васильев
Евгений Леонидович Дергунов
Original Assignee
Нижегородский инженерно-строительный институт им.В.П.Чкалова
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Нижегородский инженерно-строительный институт им.В.П.Чкалова filed Critical Нижегородский инженерно-строительный институт им.В.П.Чкалова
Priority to SU914946236A priority Critical patent/RU1832119C/en
Application granted granted Critical
Publication of RU1832119C publication Critical patent/RU1832119C/en

Links

Abstract

Использование: обработка природных вод дл  хоз йственно-питьевых целей и может быть использовано в системах водоснабжени  городов, населенных пунктов и предпри тий различных отраслей промышленности . Сущность изобретени : установка включает микрофильтр (2) с приемным каналом (3), контактную камеру (6) первичного озонировани , отстойник (9), песчаный фильтр (10), устройство (11) дл  обеззараживани . Приемный канал микрофильтра разделен щелевыми горизонтальными перегородками (15 и 16), образующими секцию естественного биоценоза, где в качестве элементов (4) наживлени  биоценоза использован волокнистый полимерный материал . Движение воды через секцию осуществл етс  со скоростью 1.2-1.5 м/с за счет ввода туда непрореагировавшего озона с дозой 0,5-0,9 мг/л и давлением 0,7-1,0 ати. Применена рециркул ци  части обработанной воды в соотношении 1/8-1/10.1 ил.,4 табл.Use: natural water treatment for household and drinking purposes and can be used in water supply systems of cities, towns and enterprises of various industries. SUMMARY OF THE INVENTION: the installation includes a microfilter (2) with a receiving channel (3), a contact chamber (6) for primary ozonation, a sump (9), a sand filter (10), and a disinfection device (11). The microfilter receiving channel is divided by horizontal slotted partitions (15 and 16) forming a section of a natural biocenosis, where fibrous polymeric material is used as elements (4) for biocenosis gain. The movement of water through the section is carried out at a speed of 1.2-1.5 m / s by introducing unreacted ozone therein with a dose of 0.5-0.9 mg / l and a pressure of 0.7-1.0 atm. Recycling of part of the treated water was applied in the ratio 1 / 8-1 / 10.1 ill., 4 tab.

Description

Таблица 1Table 1

Общий органичес . кий углерод,нг/л 12,1(90.5 8,1 0,Э12,1 5,92З.,1 7,20,29 к 7,12 0,31 9,17 5,16General organic. cue carbon, ng / L 12.1 (90.5 8.1 0, E12.1 5.92Z., 1 7.20.29 to 7.12 0.31 9.17 5.16

Железо общее, . . - ... . . . Iron common. . - .... . .

мг/л 0,670,3 0,23 0,10,60 0,290,350.27 0,, О,:6 0,1 0,3) 0,19mg / L 0.670.3 0.23 0.10.60 0.290.350.27 0 ,, O,: 6 0.1 0.3) 0.19

5Аммиак,мг/л 2,12ел. 0,80 0,181.84- 0,931,20,15 0,7 iотс. 0,76 отс. 1,12 0, f35 Ammonia, mg / L 2.12el. 0.80 0.181.84- 0.931.20.15 0.7 iots. 0.76 cf 1.12 0, f3

6СПАВ, мг/л 1,290,2 0,1 0,0(0,21 0,10,190,05 0,03ел. 0,07 0,01 0,52 0,096SPAS, mg / L 1,290.2 0,1 0,0 (0.21 0,10,190,05 0,03 p. 0,07 0,01 0,52 0,09

7i Общее количест- 7i Total

во бактерий, 1 ...,in bacteria, 1 ...,

/«  i23 ioootoo vstcccvy.s icccc m icocc --.37 з -ссо о 39100011азгсоо «/ "I23 ioootoo vstcccvy.s icccc m icocc -. 37 s -so about 39100011azgssoo"

12,32 7,912.32 7.9

0,59 0,26 1,62 0,95 0,63 0,160.59 0.26 1.62 0.95 0.63 0.16

106ССОО 123106ССОО 123

о,зoh s

7,237.23

С,29. 7. 0,26 7,23C, 29. 7. 0.26 7.23

0,0,0,20,070,210,070,20,0/0,0,0,20,070,210,070,20,0 /

отс. 0,68 отс. 0,67 отс.. 0,66 тс. след 0,C Jслел0,0 СЛРД 0,03слелout 0.68 cts 0.67 ref .. 0.66 tf. trace 0, C Jsleep0.0 SLRD 0.03sleep

С230000 0290000 О C230000 0290000 O

Таблица Table

SU914946236A 1991-06-17 1991-06-17 Natural water purifier and method of purification RU1832119C (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
SU914946236A RU1832119C (en) 1991-06-17 1991-06-17 Natural water purifier and method of purification

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
SU914946236A RU1832119C (en) 1991-06-17 1991-06-17 Natural water purifier and method of purification

Publications (1)

Publication Number Publication Date
RU1832119C true RU1832119C (en) 1993-08-07

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
SU914946236A RU1832119C (en) 1991-06-17 1991-06-17 Natural water purifier and method of purification

Country Status (1)

Country Link
RU (1) RU1832119C (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110217941A (en) * 2019-05-14 2019-09-10 福建深兰环境科技有限责任公司 A kind of easily biochemical method for processing organic wastewater of high concentration

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
Авторское свидетельство СССР №1162754. кл. С 02 F 9/00. 1985. *

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110217941A (en) * 2019-05-14 2019-09-10 福建深兰环境科技有限责任公司 A kind of easily biochemical method for processing organic wastewater of high concentration

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