PTAR Perfil 1.pdf
PDF 95 KB Posted
- Attached to
- Guatemala - Wastewater Treatment
- Solicitation number
- 19GT5026Q0007
About this file
This is a technical schematic diagram for a wastewater treatment system design. The drawing presents a vertical cross-section of an integrated treatment facility showing multiple components arranged sequentially from top to bottom, including a CR2 box trap, 2.12 box grating, biodigester, anaerobic HDP box, contact chlorine box, and sampling pit with infiltration capabilities. The system utilizes PVC piping with a 4-inch diameter and 1.0% slope specification.
The diagram includes detailed elevation data with invert pipe levels (IPLE) and outfall pipe levels (OPLE) marked in green text, ranging from elevation 92.18 to 92.88. Key horizontal distances are noted as +20.00, +25.00, and +30.00 units. The left side of the schematic indicates vertical measurements including a total height of 7.76 units and slope notation of 2.2 with S=1.0%. The system appears designed for wastewater processing with biological treatment and chlorination stages, terminating in an infiltration pit for final effluent disposal. All components are color-coded with yellow and green highlighting to distinguish different treatment stages and flow paths.
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Text version
C R
T R
A P
B O
X
.12
G R
A T
IN
G
B O
X H
D P
A N
A E
R O
B
IC
B
IO
D
IG
E S
T E
R C H
L O
R
IN
E C
O N
T A
C T
B O
X
S A
M P
L
IN
G B
O X
C R
IPLE=92.88
OPLE=92.86
IPLE=92.84
OPLE=92.82
IPLE=92.82
OPLE=92.67
IPLE=92.66
OPLE=92.56
IN
F
IL
T
R A
T
IO
N P
IT
.76 IPLE=92.55
OPLE=92.52
IPLE=92.51
OPLE=92.21
IPLE=92.20
OPLE=92.19
IPLE=92.18
.0
.0
.0
P V
C Ø
" S
1.0%
File details come from the government source that posted it. Updated .