profil hidraulic apa, namol si conducte by-pass

CONDUCTA INFLUENT

BETON DN 800

GRP, SN5000, PN6, DN450 (478.2x7.4),

L=12.15m

PEHD DN 355 (355 X21.1)L=43.50m

GRP, SN5000, PN6, DN450 (478.2x7.4),

L=20.35m

GRP, SN5000, PN6, DN450 (478.2x7.4), L=65.00m

GRP,SN5000, PN6, DN500 (530.1X8.1),

L=26.50m

Q

DECANTOARE SECUNDARECAMIN COLECTARE EFLUENT

DECANTOARE SECUNDARE CI5CAMIN COLECTARE EFLUENT

DECANTOARE SECUNDARE CI4CAMIN COLECTARE EFLUENT

SI BY-PASS PLUVIAL

COMPARTIMENT ANAEROBV= 220 mcHapa=6.0m

COMPARTIMENT ANOXIC

V= 295 mcHapa=6.0m

CANAL DE DESCARCARE EXISTENT EMISAR

INOX, DN400 (406.4x2.6)

COMPARTIMENT AEROB

V= 885 mcHapa=6.0m

GRP, SN5000, PN6, DN300 (324.5x5.0), L= 13.52m

GRP, SN5000, PN6, DN300 (324.5x5.0),

L=6.00mGRP, SN5000, PN6, DN300 (324.5x5.0),

L=5.35m

795

790

791

792

793

794

780

781

782

783

784

785

786

787

788

789

779

CAMIN DE INTRAREGRATARE RARE CU

CURATARE AUTOMATABAZIN TAMPON APA PLUVIALA

INSTALATIE COMPACTA DE SITE FINE, DEZNISIPATOR, SEPARATOR GRASIMI, SPALARE NISIP

GRP, SN5000, PN6, DN300 (324.5x5.0),

L=8.15m

CTA=+789.32CTA=+789.32 CTA=+789.40CTA=+789.50CTA=+789.50CTA=+789.60CTA=+789.80 CTA=+789.80

CTA=+790.00CTA=+790.00 CTA=+790.00CTA=+790.00 CTA=+790.10CTA=+790.10CTA=+790.20 CTA=+790.20CTA=+790.40CTA=+790.45 CTA=+790.45 CTA=+790.45 CTA=+790.55

CTA=+790.65CTA=+790.70 CTA=+790.89 CTA=+790.90CTA=+790.95 CTA=+790.95CTA=+790.95CTA=+791.15

CTA=+791.70

C.d=+785.00 C.d=+785.20

C.d=+787.50

C.d=+790.00C.d=+790.50

C.d=+790.75C.d=+791.15C.d=+791.40

C.d=+791.80 C.d=+791.80C.d=+791.85C.d=+791.85C.d=+791.95C.d=+792.10

C.A.=+782.88

C.A.=+783.93C.A.=+784.059C.A.=+784.22

9C.A.=+784.371C.A.=+784.988 C.A.=+785.052C.A.=+785.10

2

C.A.=+786.683

C.A.=+787.30C.A.=+787.899C.A.=+788.02

9 C.A.=+788.06C.A.=+788.061C.A.=+788.094 C.A.=+788.161C.A.=+788.221 C.A.=+788.221C.A.=+788.30

8C.A.=+788.312C.A.=+788.55

C.A.=+789.90C.A.=+789.90C.A.=+790.00 C.A.=+790.05C.A.=+790.53C.A.=+790.53C.A.=+790.55C.A.=+790.55 C.A.=+790.55C.A.=+790.62

9 C.A.=+790.821C.A.=+790.947C.A.=+791.20C.A.=+791.20 C.A.=+791.20

C.A.=+791.471 C.A.=+791.471C.A.=+791.606 C.A.=+791.60

6C.A.=+791.755 C.A.=+791.75

5C.A.=+791.77C.A.=+791.777C.A.=+791.777 C.A.=+791.90

1 C.A.=+791.901C.A.=+791.91 C.A.=+792.037C.A.=+792.183

C.A.=+792.762C.A.=+792.935C.A.=+793.045

BAZIN BIOLOGIC

PROFIL HIDRAULIC - LINIA APEI

DECANTOARE PRIMARE

+782.50+782.50+782.50

+783.90+784.00+784.195+784.22

+785.20 +785.20 +785.20

+786.20 +786.20+786.30+786.353

+786.902+787.00+787.05 +787.05+787.10+787.35 +787.35

+787.951 +787.951 +788.10+788.237+788.237

+789.00+789.401 +789.401+789.55

+789.65 +789.80+789.80+790.00+790.00+790.20

+790.90+791.037+791.037+791.25 +791.25

+791.34+791.801

+791.90 +791.90+791.921+792.00

+792.25+792.25 +792.25+792.601 +792.601

+792.933

DECANTOARE SECUNDAREBAZIN TAMPONNAMOL EXCES

SP NAMOL PRIMAR CAMIN CI8 BAZIN TAMPONNAMOL EXCES

INOXDN200

PEHD, DN 110L=33.85m

PEHD, DN 110L=51.00mPEHD DN315(315x18.7), L=19.15m

780

781

782

783

784

785

786

787

788

789

790

791

792

793

794

795

780

781

782

783

784

785

786

787

788

789

790

791

792

793

794

795




CTA=+791.70

CONDUCTA EFLUENT CONDUCTA EFLUENT

C.d=+785.00 C.d=+785.20

C.d=+787.50

C.d=+790.00C.d=+790.50

C.d=+790.75C.d=+791.15C.d=+791.40

C.d=+791.80 C.d=+791.80C.d=+791.85C.d=+791.85C.d=+791.95C.d=+792.10

NAMOL RECIRCULAT EXTERN

C.A.=+782.88

C.A.=+783.93C.A.=+784.059C.A.=+784.22

9C.A.=+784.371C.A.=+784.988 C.A.=+785.052C.A.=+785.10

2

C.A.=+786.683

C.A.=+787.30C.A.=+787.899C.A.=+788.02

9 C.A.=+788.06C.A.=+788.061C.A.=+788.094 C.A.=+788.161C.A.=+788.221 C.A.=+788.221C.A.=+788.30

8C.A.=+788.312C.A.=+788.55


9 C.A.=+790.821C.A.=+790.947C.A.=+791.20C.A.=+791.20 C.A.=+791.20

C.A.=+791.471 C.A.=+791.471C.A.=+791.606 C.A.=+791.60

6C.A.=+791.755 C.A.=+791.75

5C.A.=+791.77C.A.=+791.777C.A.=+791.777 C.A.=+791.90

1 C.A.=+791.901C.A.=+791.91 C.A.=+792.037C.A.=+792.183

C.A.=+792.762C.A.=+792.935C.A.=+793.045

PROFIL HIDRAULIC - LINIA NAMOLULUI

BAZIN BIOLOGIC

NAMOL IN EXCESPEHD DN200, L=29.75

+782.50+782.50+782.50

+783.90+784.00+784.195+784.22

+785.20 +785.20 +785.20

+786.20 +786.20+786.30+786.353

+786.902+787.00+787.05 +787.05+787.10+787.35 +787.35

+787.951 +787.951 +788.10+788.237+788.237

+789.00+789.401 +789.401+789.55

+789.65 +789.80+789.80+790.00+790.00+790.20

+790.90+791.037+791.037+791.25 +791.25

+791.34+791.801

+791.90 +791.90+791.921+792.00

+792.25+792.25 +792.25+792.601 +792.601

+792.933CAMIN COLECTARE CI6

BY-PASS PLUVIAL

CAMERA DEDEVERSARE A EFLUENTLUI DECANTOARELOR PRIMARE

CAMIN COLECTARE CI2BY-PASS PLUVIAL


CAMIN COLECTARE EFLUENTSI BY-PASS PLUVIAL


GRP, SN5000, PN6, DN450 (478.2x7.4), L=6.55m

GRP, SN5000, PN6, DN500 (530.1x8.3), L=10.70m

GRP, SN5000, PN6, DN500 (530.1x8.3),

L=47.65m

780

781

782

783

784

785

786

787

788

789

790

791

792

793

794

795




CTA=+791.70

C.d=+785.00 C.d=+785.20

C.d=+787.50

C.d=+790.00C.d=+790.50

C.d=+790.75C.d=+791.15C.d=+791.40

C.d=+791.80 C.d=+791.80C.d=+791.85C.d=+791.85C.d=+791.95C.d=+792.10

GRP, SN5000, PN6, DN450 (478.2x7.4),

L=38.75m

C.A.=+782.88

C.A.=+783.93C.A.=+784.059C.A.=+784.22

9C.A.=+784.371C.A.=+784.988 C.A.=+785.052C.A.=+785.10

2

C.A.=+786.683

C.A.=+787.30C.A.=+787.899C.A.=+788.02

9 C.A.=+788.06C.A.=+788.061C.A.=+788.094 C.A.=+788.161C.A.=+788.221 C.A.=+788.221C.A.=+788.30

8C.A.=+788.312C.A.=+788.55


9 C.A.=+790.821C.A.=+790.947C.A.=+791.20C.A.=+791.20 C.A.=+791.20

C.A.=+791.471 C.A.=+791.471C.A.=+791.606 C.A.=+791.60

6C.A.=+791.755 C.A.=+791.75

5C.A.=+791.77C.A.=+791.777C.A.=+791.777 C.A.=+791.90

1 C.A.=+791.901C.A.=+791.91 C.A.=+792.037C.A.=+792.183

C.A.=+792.762C.A.=+792.935C.A.=+793.045

PROFIL HIDRAULIC - CONDUCTE BY-PASS

+782.50+782.50+782.50

+783.90+784.00+784.195+784.22

+785.20 +785.20 +785.20

+786.20 +786.20+786.30+786.353

+786.902+787.00+787.05 +787.05+787.10+787.35 +787.35

+787.951 +787.951 +788.10+788.237+788.237

+789.00+789.401 +789.401+789.55

+789.65 +789.80+789.80+790.00+790.00+790.20

+790.90+791.037+791.037+791.25 +791.25

+791.34+791.801

+791.90 +791.90+791.921+792.00

+792.25+792.25 +792.25+792.601 +792.601

+792.933

CONDUCTA INFLUENT

BETON DN 800

GRP, SN5000, PN6, DN450 (478.2x7.4),

L=12.15m

790

780

781

782

783

784

785

786

787

788

789

779

CAMIN DE INTRAREBAZIN TAMPON APA PLUVIALA

CTA=+789.32 CTA=+789.50

C.A.=+784.059C.A.=+784.229C.A.=+784.371

C.A.=+784.988 C.A.=+785.052C.A.=+785.102

C.d=+785.00 C.d=+785.20

PROFIL HIDRAULIC - CONDUCTA INFLUENT

+782.50 +782.50

+783.90+784.00+784.195

+789.65

profil hidraulic apa, namol si conducte by-pass

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