005.21 GCB 01 MEC DTS 008 - B2 DTS - Batardeaux

MOL ID n° 005.
21-MOL-01-MEC-DTS-008
Titre Fiche technique de Batardeaux
GCB ID n° 005.21-GCB-01-MEC-DTS-008
CORSO SWRO, Capacité (80 000)
Projet Rév. Non B2
m3/jour – ALGÉRIE
La Société Nationale de Génie Civil et
Client
Bâtiment GCB
Projet n° 005.21
Type de
SWRO
projet
N° de
05/DG/GCB/2022 Feuille n° 1de19
contrat
Document
D control
21:34, 24/10/22
Vérifica
ation Docu
ument Fourrnisseur
Supplier Doccument Ch
heck
Fiche technique de
Batardeaux
B2 Émis pour approbation OM AR AAG 19.10.22

Rév. DESCRIPTION Préparé Vérifié Approuvé Date
MOL ID n° 005.21-MOL-01-MEC-DTS-008
Projet Rév. Non B2
Client
Bâtiment GCB
Projet n° 005.21
Type de
SWRO
projet
N° de
contrat
Fiche technique de Batardeaux

Quantité totale de Stop-gate 4
Type de portail d’arrêt coulissant/soudé
largeur nominale d’ouverture de la porte d’arrêt m 2 000
hauteur nominale d’ouverture de la porte d’arrêt m 2 000
numéro d’éléments pour chaque porte d’arrêt 1
hauteur nominale de l’élément de grille d’arrêt m 2 000
élévation du plancher d’exploitation m (+)6,30
hauteur de plancher de fonctionnement sur seuil
12 500
inférieur m
HWL m (+)0,80
tête hydrostatique max sur le seuil (mH2O ) 7 000
Nomber. élément d’étanchéité des côtés 4
Nomber. direction d’étanchéité pour chaque élément 1
fuite maximale autorisée par compteur d’étanchéité
0,2
dm3/s/m
capacité maximale pour le levage d’un élément de la
1500
porte d’arrêt daN
Super Duplex Acier
matériau de construction:
inoxydable
Projet Rév. Non B2
Client
Bâtiment GCB
Projet n° 005.21
Type de
SWRO
projet
N° de
contrat
GUIDES INTÉGRÉS STOP-LOG

quantité de Inlet Bay Stop-log guide 3
quantité de Outlet Bay Stop-log guide 3
largeur d’ouverture nominale m 2 000
hauteur d’ouverture nominale m 2 000
hauteur des guides m 12 500
matériau de construction: Super Duplex Acier inoxydable
LIFTING BEAM FOR STOP-GATE ELEMENTS MAIN TECHNICAL DATA

capacité daN 1 500
largeur d’ouverture nominale m 2 000
matériau de construction acier au carbone peint à l’époxy
RACK DE SUPPORT DE STOCKAGE

quantité de stockage Stop-log
Type de stockage Stop-log autoportant
construction material acier au carbone peint à l’époxy
Société Nationale de Génie Civil et Bâtiment
GCB Spa au Capital de 8 160 000 000 DA- filiale SONATRACH
FICHE COMMENTAIRES
STATION DE DESSALEMENT D’EAU DE MER DE CORSO – CAPACITE 80 000 m3/J Page : 1 de 1

Fiche technique de Batardeaux
ID N°: 005.21-GCB-01-MEC-DTS-008_B1
Date de
Révision Discipline Commentaires Date d'envoi Réponses Metito Remarques
réponse
MEC
Ces dessins seront fournis après l'émission du bon de
ajouter un dessin de conception du Batardeau en
commande.
détaillant la disposition des joints d’étanchéité, les 21/08/2022
PRO “
supports et fixation et l'actionneur
These drawings will be provided after issuing the purchase order.
B0 “
GEC
INS
CFO
MEC Ces batardeaux sont nécessaires pour fermer la baie d'admission,
vous n'avez donc besoin que de 3 batardeaux, le quatrième est
destiné à la maintenance de l'un des écrans, vous avez donc 6
rails de guidage et 4 batardeaux.
veuillez vérifier le dessin ci-joint pour plus de précisions.
- A clarifier le nombre des éléments dans chaque
«
batardeau.
Ces batardeaux sont nécessaires pour fermer la baie d'admission,
- Veuillez prévoir deux batardeaux pour chaque ligne
vous n'avez donc besoin que de 3 batardeaux, le quatrième est
de dégrilleur (en amont et en aval). en totale 06
destiné à la maintenance de l'un des écrans, vous avez donc 6
batardeaux doit être fournis.
B1 26/09/2022 rails de guidage et 4 batardeaux.
PRO - Ajouter un dessin de conception du Batardeau en
veuillez vérifier le dessin ci-joint pour plus de précisions.
détaillant la disposition des joints d’étanchéité, les
«
supports et fixation et l'actionneur
Ces dessins seront fournis après l'émission du bon de
commande.
“
These drawings will be provided after issuing the purchase order.
“
Direction Suivi et Réalisation des Projets
Nom du Projet : SDEM CORSO
Maitre d'œuvre: GCB

N/Réf : 005.21-GCB-01-MEC-DTS-008 Rév : B0
Item Désignations Commentaires AEC Date Réponse GCB Date Remarque

1 Batardeau 1. A clarifier la quantité dE 28/08/2022 1. La quantité correcte de batardeaux est 4.
005.21-GCB- batardeau. On a 6 Ces batardeaux sont nécessaires pour fermer la baie
batardeau.
01-MEC-DTS- d'admission donc vous n'avez besoin que de 3
008 2. AEC demande le plan batardeaux, le quatrième est pour faire l'entretien d'un
d’arrangement. des écrans
Veuillez également consulter la partie du P&ID mis à jour
3. A clarifier le poids total d’un jointe avec la quantité mise à jour 4
batardeau. «
The correct quantity of the stop logs is 4.
4. - A clarifier la méthode de
levage du batardeau. These stop logs are needed to close the intake bay so you need
only 3 stop logs, the fourth one is for making maintenance of one
of screans.
Also please see part from updated P&ID attached with updated
quantity 4
«
2. Ci-jointe
«
Attached
«
1/1
Direction Suivi et Réalisation des Projets
3. La capacité maximale nécessaire au levage de l'élément

batardeaux est de 1500 daN
«
The max capacity needed for lifting the stop logs element is 1500
daN
«
4. Nous fournirons le palonnier qui doit être manipulé par

grue. Dans la pièce jointe, vous pouvez trouver les
procédures exactes pour soulever le batardeau.
«
We will supply the lifting beam which needs to be handled by
crane. In the attachment you can find the exact procedures to lift
the stop logs.
«
2/1
Projet Rév. Non B2
Client
Bâtiment GCB
Projet n° 005.21
Type de
SWRO
projet
N° de
contrat
1. STOP-LOGS, STORAGE & ANCILLARIES
1.1 STOP-LOGS FOR INLET/OUTLET SCREEN BAY
1.1.1 DAM-PLATES - MAIN TECHNICAL DATA 1
• Stop-gate total quantity 4
• Stop-gate type sliding/welded
• nominal stop gate opening width m 2,000
• nominal stop gate opening height m 2,000
• elements number for each stop gate 1
• nominal stop gate element height m 2,000
• operating floor elevation m (+)6,30
• operating floor height on lower sill m 12,500
• HWL m (+)0,80
• max hydrostatic head on the sill mH2O 7,000
• No. sealing sides element 4
• No. sealing direction for each element 1
• max allowed leakage per sealing meter dm3/s/m 0,2
• max capacity for the lifting of one element of the stop gate daN 1500
• construction material SuperDuplex s.s.
The stop gate elements will consist of a steel welded type construction and will be formed by a skin plate supported by
horizontal girders completed with vertical and horizontal stiffeners.
Sealing is realised with bulb rubber.
The load is transmitted to the embedded parts by steel plates.
Each stop gate will be provided with lateral guides and pins for hooking to the lifting beam and will be lifted with balanced water
head by means of two equalising by-pass devices operated by the lifting beam itself.
1.1.2 STOP-LOG EMBEDDED GUIDES
• Inlet Bay Stop-log guide quantity 3

• Outlet Bay Stop-log guide quantity 3
• nominal opening width m 2,000
• nominal opening height m 2,000
• guides height m 12,500
• construction material Base: SuperDuplex s.s.
They will be formed by stainless steel section anchored to the walls and fixed to concrete.
They will be employed for lateral guide of stop gates and for the support of vertical and horizontal seals.
1.1.3 LIFTING BEAM FOR STOP-GATE ELEMENTS MAIN TECHNICAL DATA

• capacity daN 1.500
• nominal opening width m 2,000
• construction material epoxy painted c.s.
The lifting beam will be provided with a coupling pin to allow its handling by crane.
1.2 STORING STAND RACK

• Stop-log storage quantity 1
• Stop-log storage type self-standing
• construction material epoxy painted c.s.
The storage stands for stop-log will be manufactured with epoxy painted carbon steel welded type construction. The total
capacity of all joined stands shall be suitable to store all the previous listed stop-logs and relevant grappling beams.
The storage stands will be located nearby the screening equipment and their final lay out and installation will be defined during
the supply.
1 Dam-plates will be common for bay inlet and bay outlet.

LIST OF MATERIALS FORESEEN FOR THE CONSTRUCTION
STOP-LOGS (BASE MATERIAL SOLUTION)
• sections and plates SuperDuplex s.s.
• balancing device SuperDuplex s.s.
• seals EPDM rubber
• bolting & fasteners Duplex s.s.
EMBEDED GUIDE FRAMES FOR STOP-LOGS

• sections SuperDuplex s.s.
• bolting & fasteners SuperDuplex s.s.
LIFTING BEAM FOR STOP-LOGS

• lifting beam section c.s. epoxy painted (S275JR EN10027)
• lifting beam hooks AISI 316L s.s.
STOPLOGS STORING DEVICE

• sections c.s. epoxy painted (S275JR EN10027)
• plates c.s. epoxy painted (S275JR EN10027)
MATERIAL SURFACES PROTECTION

• stainless steel parts pickled and passivated with no coating protection
• carbon steel parts sandblasting grade Sa2½ plus 2 coats of C5M painting system
1 2 3 4 5 6 7 8 9 10 11
ITEM Description Q.ty Remarks
by EPC 1st phase concrete

1 1st phase embedded plate Type#2 2 Material will be defined by
325 475 the Customer
by EPC 250 200 200 by EPC 2 1st phase embedded plate Type#1 22 Material will be defined by
by EPC
2nd concrete filling the Customer
(+)3,80 m (No shrinkage type)
A Supplied by others A
by EPC
E KEY VIEWS
1100
ALL THE DIMENSIONS ARE IN mm
ALL THE ELEVATIONS ARE IN m
1200
B B
1200
C C
1200
C C
D D
10500
1200
12500
D B D
1200
1200
A A
B
PLATE TYPE#2 (Typ.) - EMBEDDED IN 1st PHASE CONCRETE (supplied by others)
Material Carbon steel (no treatment is necessary) or stainless steel
E 100 E
1200
100
6
1
1200
2000
64
320
F 355 1500 145 2 SEALING DIRECTION F
6
1200
2000
80
DRY SIDE WET SIDE
500
50 400 50 CORSO SWRO Desalination Plant
600
(-)8,45 m
Intake Structure
180
180
Stoplogs
Located @ inlet and outlet of the filtering bays
G Stoplog embedded guide quantities = Six (6) sets G
SECTION A-A 2 SECTION B-B [Three (3) sets @ inlet + Three (3) sets @ outlet]
VIEW E
2300 Typical slot detail on the operating floor Drwg. No.: 20528-1140_00 - 1st phase concrete GA - Typical
150 2000 150
(*) To be defined by Customer
SECTION D-D (*) 2450
To define by Customer
(*) 225 2000 (*) 225
250 1500 250
(*) 125
50
00 2022/08/29 Issue for Approval MV FV TV
75
50
REV. REV. DATE REVISION DESCRIPTION ISSUED BY CHECKED BY APPROVED BY

200 200 250
200 200
BOM REFERENCE MATERIAL MATERIAL TREATMENT MACHINING TOLERANCE MOULD WEIGHT SCALE
500
400
400
400
(*) 275 400

50
(*) 800
----- --- ----- ----- ----- --- -- : --

650
DATE
MV
200
H ISSUED BY: 2022/08/29 H
EUROCOM s.r.l. Questo documento è proprietà di EUROCOM s.r.l.. E' severamente proibito
riprodurre anche in parte il documento o divulgare ad altri le informazioni
contenute senza la preventiva autorizzazione scritta. DATE
50
Via Ponte dei Ranari, 6 - 35020 ARRE (PD) - ITALY

This document is property of EUROCOM s.r.l.. It is strictly forbidden to
CHECKED BY: FV
SEALING DIRECTION SEALING DIRECTION Phone ++39 049 5310401 - e-mail: info@eurocom-srl.com reproduce this document, in whole or in part, and to provide to others any
DATE
TV
(*) 75
e-mail: info@eurocom-srl.com related information without the previous written consent.

APPROVED BY:
250 1500 250
2000 METITO EGYPT - Corso Seawater RO Desalination Plant - Phase1 REF. DRWG. No.: POS. No.: 00 --
(*) 75 2300 (*) 75 SHEET 1 OF 1
SEAWATER INTAKE FACILITY - STOPLOG -- --
SECTION C-C STOPLOG - 1st PHASE CONCRETE TYP. GEN. ASSEMBLY
JOB N.: Drwg. N.: 20528-1140
-- --
1 2 3 4 5 6 7 8 9 10 Formato: A1 11
1 2 3 4 5 6 7 8 9 10 11
ITEM Description Q.ty Remarks
1800
50 ±1 ALL THE DIMENSIONS ARE IN mm
1750
2000
To define
A ALL THE ELEVATIONS ARE IN m A
350 1300 350
B NOTES
A
400 (To be defined by Customer)

1. SEE DRWG. N.31253-0000_00 FOR BAR SCREEN GA
(+)6,30 m
KEY VIEW
602,29
600
600
B
C
B B
final reference line 417,52

after 2nd concrete filling.
2404,58 ±2
2405,46
Note: final reference line
is the B-C line inclined of 5°
on the vertical and starting A A
from the point B
80 95 175
B
C C
100
2375,92 ±2
2385
100
6
D D
650
12500
207,87 ±2 180 120 350
12500
2375,92 ±2
2385
11900
11900
A
B
200
50
final reference line
E after 2nd concrete filling. E
Note: final reference line
is the B-C line inclined of 5°
on the vertical and starting
from the point B
207,87 ±2
8 5°
2375,92 ±2
2385
Holes on lateral walls for the installation

of the horizontal intermediate beams that
support the trashrack bar screens.
Lateral ends of each beam will be embedded 350
with 2nd concrete filling after completation
of the full bar screen erection. 175 175 8 5°
F Note: 2nd concrete filling will be of NO shrinkage type F
and will be supplied by others.
100100
300 300
200
Hole depth = 300 mm (Typ.) 95

2367,64 ±2
2385
207,87 ±2
SWRO Desalination Plant of Corso Project
1143,61 ±2
Intake Structure
G Fixed Bar Screen G
(-)6,20 m Located @ inlet of filtering bays
Fixed Bar Screen quantities = Three (3) sets
Drwg. No.: 31262-0100_00 - 1st phase concrete GA - Typical
C Note: 2000
this dimension is function of H=12500[mm] and it values: 00 2022/08/29 First issue for approval MV FV TV
SECTION A-A b = [H * sin(5°)] + a = [12500*tan(5°)] + 50 = 749,91 REV. REV. DATE REVISION DESCRIPTION ISSUED BY CHECKED BY APPROVED BY
Then, please check H dimension before to apply it.
In case H dimension shouldn't be 12500[mm], you should adjust it accordingly. SECTION B-B BOM REFERENCE MATERIAL MATERIAL TREATMENT
-----
MACHINING TOLERANCE
-----
MOULD
-----
WEIGHT
---
SCALE
-- : --
DATE
H EUROCOM s.r.l. Questo documento è proprietà di EUROCOM s.r.l.. E' severamente proibito
ISSUED BY: MV 2022/08/29 H
Via Ponte dei Ranari, 6 - 35020 ARRE (PD) - ITALY contenute senza la preventiva autorizzazione scritta. DATE
Phone ++39 049 5310401 - e-mail: info@eurocom-srl.com
reproduce this document, in whole or in part, and to provide to others any
CHECKED BY: FV
DATE
APPROVED BY: TV
METITO EGYPT - SWRO of Corso Desalination Project REF. DRWG. No.: POS. No.: 00 --
SHEET 1 OF 1
SEAWATER INTAKE FACILITY - RAKED BAR SCREEN -- --
JOB N.: Drwg. N.: 31262-0100
FIXED BAR SCREEN - 1st PHASE CONCRETE TYP. GEN. ASSEMBLY -- --
1 2 3 4 5 6 7 8 9 10 Formato: A1 11
1 2 3 4 5 6 7 8 9 11 12 13 14 15

A
A
2300
Debris trough starting depth 2300
100 1700 500
To be checked by METITO's Engineer 100 300 100 1700 100 430 840 430 100 300 100
Debris trough slope to be defined by GSI's Engineer 430 840 430 50 380 420 420 380 50
100
(+)6,30
100
50 380 420 420 380 50
130
B
B
KEY PLANS
900
610 610
650 50 50 650
700 1600 700

C
C
D
D
E
E
E E
11640
11640
C B F
F
12500
A A
G
G
C B
380 840 380 380 840 380

H
H
I
I
METITO EGYPT - CORSO SWRO Desalination Plant IWP, ALGERIE

Intake Structure
Travelling Band Screen
Located @ filtering bays
1st phase Civil works details
860
860
J
J
Travelling Band Screen quantities = Three (3) sets
R4
85 1000 85
Drwg. No.: 33664-1001_00 - Sheet 1/2
20
(-)6,20
R4
1170
20
SECTION C-C SECTION B-B REV. REV. DATE REVISION DESCRIPTION ISSUED BY CHECKED BY APPROVED BY
SECTION A-A 1080 840 1080 700 1600 700 BOM REFERENCE MATERIAL MATERIAL TREATMENT MACHINING TOLERANCE MOULD WEIGHT SCALE
----- Mat. CALCESTRUZZO ----- ----- ----- --- -- : --
3000 DATE
3000 ISSUED BY: MV 2022/08/08
K
K
CHECKED BY: FV
DATE
APPROVED BY: TV
METITO - CORSO SWRO DESALINATION PLANT IWP, ALGERIE REF. DRWG. No.: POS. No.: 00
SHEET 1 OF 2
SEAWATER INTAKE FACILITY - TRAVELLING BAND SCREEN
JOB N.: Drwg. N.: 33664-1001
TRAVELLING BAND SCREEN 1st PHASE CIVIL WORKS DETAILS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 Formato: A0 15
1 2 3 4 5 6 7 8 9 11 12 13 14 15

A
A
B
B
C
C
D
D
Debris trough slope to be defined by METITO's Engineer Debris trough starting depth
To be checked by GSI's Engineer
100
130
E
E
SECTION F-F
800 2300 485

F
F 1850 450
Debris trough slope to be defined by METITO's Engineer
300
100
500
700
300
F F
100
50
G
G
85 1000 85
430
380
380
380
2300
420
420
420
R 150
2000
2000
2000
3000
3000
1600
840
840
840
420
420
420
85 1170
380
380
380
430
50°
H
H
100
50
700
500
VIEW D SECTION E-E I

I
METITO EGYPT - CORSO SWRO Desalination Plant IWP, ALGERIE

Intake Structure
Travelling Band Screen
Located @ filtering bays J
J 1st phase Civil works details
Drwg. No.: 33664-1001_00 - Sheet 2/2

----- Mat. CALCESTRUZZO ----- ----- ----- --- -- : --
DATE K
ISSUED BY: MV 2022/08/08
K Via Ponte dei Ranari, 6 - 35020 ARRE (PD) - ITALY contenute senza la preventiva autorizzazione scritta. DATE
CHECKED BY: FV
DATE
APPROVED BY: TV
METITO - CORSO SWRO DESALINATION PLANT IWP, ALGERIE REF. DRWG. No.: POS. No.: 00
SHEET 2 OF 2
JOB N.: Drwg. N.: 33664-1001
TRAVELLING BAND SCREEN 1st PHASE CIVIL WORKS DETAILS
1 2 3 4 5 6 7 8 9 10 11 12 13 14 Formato: A0 15
1 2 3 4 5 6 7 8 9 10 11
Item Description Q.ty Material NOTE
1220 1220 1 Plate Type#4 32 S275JR-EN 10025

KEY PLANS
610 610 2 Plate Type#5 8 S275JR-EN 10025
610 610
(+)6,30
A A
520
520
1 NOTES
1
1. SEE DRWG. N.33664-1001_00 FOR 1ST PHASE CONCRETE DIMENSIONS
1300
1300
B B
1300
1300
C C
1300
1300
B A
PLATE TYPE#4-EMBEDDED IN 1st PHASE CONCRETE
240
1300
1300
80
D D
11640
PLATE TYPE#5-EMBEDDED IN 1st PHASE CONCRETE
12500
B A 260
1300
1300
1 1
80
E E
1300
1300
1300
1300
F F
32,5 1155 32,5

1300
1300
CORSO SWRO Desalination Plant Project

Intake Structure
G
Travelling Band Screen G
2 2 32,5 1155 32,5 Located @ filtering bays
Anchoring plates to be embedded in 1st phase civil works
515
515
2 2
Drwg. No.: 33664-1002_00
205
205
43°
43°
43°
43°
860
860
860

(-)6,20 2
R 57

8,28
2 2 2
7,5
R 57
----- Mat. ----- ----- ----- --- -- : --
DATE
H EUROCOM s.r.l. Questo documento è proprietà di EUROCOM s.r.l.. E' severamente proibito
ISSUED BY: MV 2022/08/08 H
CHECKED BY: FV
DATE
APPROVED BY: TV
SECTION A-A SECTION B-B METITO EGYPT - CORSO Seawater RO Desalination Plant - Phase1 REF. DRWG. No.: POS. No.: 00
SHEET 1 OF 1
JOB N.: Drwg. N.: 33664-1002
EMBEDDED PLATES IN 1st PHASE CIVIL WORKS - LAYOUT
1 2 3 4 5 6 7 8 9 10 Formato: A1 11
NOTES :
1.POUR LES SYMBOLES ET LA LÉGENDE, VOIR FICHE 1
2.TAMIS À BANDE MOBILE ÉVACUATION DES EAUX USÉES

VERS LA ZONE DE PRISE D'EAU DE MER PUIS VERS LE
PUISARD D'ÉVACUATION.
3.LE DRAIN DE LA SALLE DE LA POMPE D'ADMISSION SERA
ACHEMINÉ VERS LE PUISARD DE LA ZONE DE PRISE

D'EAU.
4.CADRES EN ACIER POUR 6 NOS. DES CADRES EN ACIER
POUR 4 BÛCHES D'ARRÊT SERONT FOURNIS.
5.TYPIQUE POUR TOUTE VANNE MOTORISÉE
6.COMMANDE TYPIQUE DE MOTEUR AVEC VARIATEUR DE
FRÉQUENCE.
MCC : CENTRE DE CONTRÔLE DES MOTEURS

VFD : ENTRAÎNEMENT À FRÉQUENCE VARIABLE
P&I DIAGRAM
PRISE D'EAU
DOC100996-8010
Intake System
LIFTING
STOPLOGS BEAM
FLOW
SHELL
BEAM
STOPLOG DIVING
SEAL ELEMENT
EUROCOM reserves all rights on this document that can not be reproduced in any part without its written consent.
6
If in doubt refer to Operation & Maintenance Manual
DOC100996-8010
Intake System
INSTRUCTION FOR USE

FUNCTIONING OF THE STOPLOGS GRAPPLING BEAMS
Before the insertion of the stoplogs in

their guides control:
•the efficiency of the grappling beam;
•the wear of the seals;
•that the hoisting equipments are
suitable to carry out the operations and
provided with a tension control device
in order to respect the load capacity of
the grappling beam.
7
DOC100996-8010
Intake System
INSTRUCTION FOR USE STOPLOG INSERCTION

Before the inserction, to control the wear of the note musical seal and the wear of the anodes
The stoplogs are pre-assembled at work shop.
1. predispose the lifting beam for the hooking with the stoplog
2. carry out the hoist of the lifting beam and its hooking with the stoplog
3. hoist the stoplog and take it on the top of the guides
4. remove eventual covers of the stoplog compartment and predispose, a provisional fencing of the
compartment
5. the entrance of the stoplog with the guides should be done with adjustments by hand carried out
by two operators directly on the element to be lowered
6. insert the stoplogs on the guides and lower it until it's easily reachable the grappling beam by an
operator and to preset its for the stop log release
7. go on with the lowering of the stoplog on the guides until it stands on the lower head
8. go on with the lowering of the beam until its automatic unhooking
9. Repeat the operations from point 5 for all elements stoplogs
8
DOC100996-8010
Intake System
INSTRUCTION FOR USE STOPLOG EXTRACTION

1. set the grappling beam ready to be hooked with the stop log
2. remove eventual covers of the stoplog compartment and predispose a provisional fencing of the
compartment
3. go on with the hoisting and positioning on the pieces of stoplog to take out
4. lower it until the hooking of the piece of stoplog
5. go on with the hoisting taking care to not to exceed the load capacity of the grappling beam
6. stop the loading when the grappling beam is recheable by the operator to predispose it for the release of
the stop log; set in the stoplogs the support system for its further laying in the suitable stoplogs storage
system
7. complete the extraction of the stoplog following the same regulations of point as above
8. position the stoplog on the damplate storing stand, pull down until it rests and the grappling beam are
completely unhooked
Hoist completely the stoplogs only when, after a first light lifting, the by-pass valve, located in the last element
of the stoplogs, is opened, allowing the flowing of the water from the embedded part to the dry one
reaching the same level in both parts.
This operation is carried out to avoid hoisting actions that could compromise the integrity and efficiency of the
stoplog and grappling beams seal elements and avoid excessive stresses during the loading.
.
9

005.21 GCB 01 MEC DTS 008 - B2 DTS - Batardeaux

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005.21 GCB 01 MEC DTS 008 - B2 DTS - Batardeaux

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005.21 GCB 01 MEC DTS 008 - B2 DTS - Batardeaux

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MOL ID n° 005.

B2 Émis pour approbation OM AR AAG 19.10.22

Fiche technique de Batardeaux

GUIDES INTÉGRÉS STOP-LOG

LIFTING BEAM FOR STOP-GATE ELEMENTS MAIN TECHNICAL DATA

RACK DE SUPPORT DE STOCKAGE

STATION DE DESSALEMENT D’EAU DE MER DE CORSO – CAPACITE 80 000 m3/J Page : 1 de 1

Nom du Projet : SDEM CORSO

Maitre d'œuvre: GCB

Item Désignations Commentaires AEC Date Réponse GCB Date Remarque

3. La capacité maximale nécessaire au levage de l'élément

4. Nous fournirons le palonnier qui doit être manipulé par

1.1.2 STOP-LOG EMBEDDED GUIDES

• Inlet Bay Stop-log guide quantity 3

1.1.3 LIFTING BEAM FOR STOP-GATE ELEMENTS MAIN TECHNICAL DATA

1.2 STORING STAND RACK

1 Dam-plates will be common for bay inlet and bay outlet.

EMBEDED GUIDE FRAMES FOR STOP-LOGS

LIFTING BEAM FOR STOP-LOGS

STOPLOGS STORING DEVICE

MATERIAL SURFACES PROTECTION

by EPC 1st phase concrete

F 355 1500 145 2 SEALING DIRECTION F

REV. REV. DATE REVISION DESCRIPTION ISSUED BY CHECKED BY APPROVED BY

(*) 275 400

----- --- ----- ----- ----- --- -- : --

Via Ponte dei Ranari, 6 - 35020 ARRE (PD) - ITALY

e-mail: info@eurocom-srl.com related information without the previous written consent.

400 (To be defined by Customer)

final reference line 417,52

Holes on lateral walls for the installation

Hole depth = 300 mm (Typ.) 95

ALL THE DIMENSIONS ARE IN mm

700 1600 700

380 840 380 380 840 380

METITO EGYPT - CORSO SWRO Desalination Plant IWP, ALGERIE

ALL THE DIMENSIONS ARE IN mm

800 2300 485

Debris trough slope to be defined by METITO's Engineer

VIEW D SECTION E-E I

METITO EGYPT - CORSO SWRO Desalination Plant IWP, ALGERIE

00 2022/08/08 Issue for Approval MV FV TV

1220 1220 1 Plate Type#4 32 S275JR-EN 10025

32,5 1155 32,5

CORSO SWRO Desalination Plant Project

00 2022/08/08 Issue for Approval MV FV TV

REV. REV. DATE REVISION DESCRIPTION ISSUED BY CHECKED BY APPROVED BY

2.TAMIS À BANDE MOBILE ÉVACUATION DES EAUX USÉES

ACHEMINÉ VERS LE PUISARD DE LA ZONE DE PRISE

POUR 4 BÛCHES D'ARRÊT SERONT FOURNIS.

5.TYPIQUE POUR TOUTE VANNE MOTORISÉE

6.COMMANDE TYPIQUE DE MOTEUR AVEC VARIATEUR DE

MCC : CENTRE DE CONTRÔLE DES MOTEURS

INSTRUCTION FOR USE

Before the insertion of the stoplogs in

INSTRUCTION FOR USE STOPLOG INSERCTION

INSTRUCTION FOR USE STOPLOG EXTRACTION

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