5/20/2018 Profil Hidraulic Apa, Namol Si Conducte by-pass
1/1
CONDUCTAINFLUENT
BETONDN8 0 0
GRP, SN5000, PN6,DN450(478.2x7.4),
L=12.15m
PEHDDN355 (355X21.1)L=43.50m
GRP, SN5000, PN6,DN450(478.2x7.4),
L=20.35m
GRP, SN5000, PN6,DN450(478.2x7.4), L=65.00m
DECANTOARE SECUNDARECAMIN COLECTARE EFLU
DECANTOARE SECUNDAR
COMPARTIMENTANAEROBV= 220mcHapa=6.0m
COMPARTIMENTANOXIC
V= 295mcHapa=6.0m
COMPARTIMENTAEROB
V= 885mcHapa=6.0m
GRP, SN5000, PN6,DN300(324.5x5.0),
L=6.00m
795
790
791
792
793
794
780
781
782
783
784
785
786
787
788
789
779
CAMINDE INTRAREGRATARE RARE CU
CURATARE AUTOMATABAZINTAMPONAPA PLUVIALA
INSTALATIE COMPACTA DE SITE FINE,DEZNISIPATOR, SEPARATORGRASI
MI, SPALARE NISIP
GRP, SN5000, PN6,DN300(324.5x5.0),
L=8.15m
CTA=+789.32CTA=+789.32 CTA=+789.50CTA=+789.50
CTA=+790.20CTA=+790.40CTA=+790.45
CTA=+790.70CT A = +790. 95 CT A =+ 790.95
CTA=+791.15
CTA=+791.70
C.d=+785.00 C.d=+785.20
C. + 7 .
C.d=+790.50
C.d=+790.75
C.d=+791.15C.d=+791.40
C.d=+791.80C.d=+791.85C.d=+792.10
C.A.=+782.88
C.A.=+783.93C.A.=+784.05
9C.A.=+784.229C.A.=+784.37
1
C.A.=+784.988 C.A.=+785.05
2C.A.=+785.102
C.A.=+788.061C.A.=+788.09
4
C.A.=+789.90
C.A.=+790.55C.A.=+790.55C.A.=+790.629 C.A.=+790.82
1C.A.=+790.947
C.A.=+791.20C.A.=+791.20 C.A.=+791.20C.A.=+791.47
1C.A.=+791.606 C.A.=+791.75
5C.A.=+791.77
C.A.=+791.777 C.A.=+791.90
1C.A.=+791.91
C.A.=+792.183
C.A.=+792.762C.A.=+792.93
5C.A.=+793.045
BAZINBIOLOGIC
PROFIL HIDRAULIC - LINIA APEI
DECANTOARE PRIMARE
+782.50+782.50+782.50
+783.90+784.00+784.19
5+784.22
+785.20 +785.20
+787.05 +787.10
+787.951
+789.401+789.65
+790.20
+791.25+791.34
+791.90+791.921+792.25
+792.601
DECANTOARE SECUNDAREBAZINTAMPONNAMOLEXCES
SP NAMOLPRIMAR CAMINCI8BAZINTAMPONNAMOLEXCES
INOXDN200
PEHD, DN110L=33.85m
PEHD, DN110L=51.00mPEHDDN315(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
CT + 7 .
CT + 7 .CT +7 . CTA=+790.10CTA=+790.10
CTA=+790.20CTA=+790.45
CTA=+790.45 CTA=+790.55CTA=+790.65
C T +7 . C T +7 .CTA=+790.95
CONDUCTAEFLUENT CONDUCTA
EFLUENT
C. + 7 1.C. +7 1.C.d=+791.95
NAMOLRECIRCULAT EXTERN
C.A.=+788.06 C. . +7 .1
1C. . + 7 . 22
1 C. . + 7 .8
C. . + 7 . 12
C.A.=+788.55
C.A.=+789.90 C. . + 7 .
C.A.=+790.53C.A.=+790.53C.A.=+790.55
C.A.=+791.471
C. . +7 1.6
C.A.=+791.755
C.A.=+791.777 C. . +7 1.
1C.A.=+792.037
PROFIL HIDRAULIC - LINIA NAMOLULUI
BAZINBIOLOGIC
NAMOL INEXCESPEHD DN200,L=29.75
+785.20
+7 .+7 .
+787.05+7 7.
+787.951 +7 .+788.237+788.237
+789.00+7 . 1
+7 .+7 .
+7 .
+7 .+791.037
+791.037+791.25
+791.801+791.90 +792.00
+792.25+792.25+792.60
1+7 .
3CAMINCOLECTARE CI6
BY-PASS PLUVIAL
CAMERA DEDEVERSARE A EFLUENTLUIDECANTOARELOR PRIMARE
CAMINCOLECTARE CI2BY-PASS PLUVIAL
CAMINCOLECTARE CI1BY-PASS PLUVIAL
CAMIN COLECTARE EFLUENTSI BY-PASS PLUVIAL
CAMINCOLECTARE CI2BY-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=+789.40
CTA=+789.80CTA=+790.00 CTA=+790.00CT + 7 . 1CT + 7 . 1
CT + 7 . 2CT + 7 .
CT + 7 . CT + 7 .CT + 7 .
CTA=+790.89 CTA=+790.90CT + 7 .
C.d=+791.80C.d=+791.85C. +7 1.
GRP, SN5000, PN6,DN450 (478.2x7.4),
L=38.75m
C. . +7 .
C.A.=+788.161
C.A.=+788.221
C.A.=+788.221C.A.=+788.30
8C.A.=+788.31
2
C. . + 7 .
C. . + 7 . C.A.=+790.05
C. . +7 .C. . + 7 .C. . +7 .
C. . +7 1. 71
C.A.=+791.606
C. . +7 1.75
C. . +7 1.777 C.A.=+791.90
1C. . +7 2.7
PROFIL HIDRAULIC - CONDUCTE BY-PASS
+7 .
+786.20+786.30
+7 7.+787.35 +787.35
+7 7. 1 +788.10+7 .
7+7 .
7
+7 .+789.40
1+789.55+789.80
+790.00
+790.90+7 . 7+7 . 7
+7 .+7 . 1
+7 . +7 .+7 .+7 .
+7 . 1+792.933
CONDUCTAINFLUENT
BETONDN8 0 0
GRP, SN5000, PN6,DN450(478.2x7.4),
L=12.15m
790
780
781
782
783
784
785
786
787
788
789
779
CAMINDE INTRARE
BAZINTAMPONAPA PLUVIALA
CTA=+789.32 CTA=+789.50
C.A.=+784.059C.A.=+784.229
C.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
