Swaminarayan Temple, Anti Sea Erosion Wall

F I G U R E 1 S C H E M AT I C S K E T C H O F S E C T I O N
PLANTATION
SEA SIDE
2.00m
7
+3.00m WL
G
1 x 1 x 2m
G
1 x 1 x 2m
6
5
G
1 x 1 x 2m
G
1 x 1 x 3m
5 TO 20 Kg STONES
4
3.00m
COARSE SAND OR
STONES FILLING
3
2
+4.50m HWL
G
1 x 1 x 3m
G
1x1x1
2.00m
1.00m
+2.50m
G
1 x 1 x 2m
2.00m
BEACH PROFILE SUPPLIED BY
PROJECT AUTHORITY
1
+3.50m
G
1 x 1 x 3m
TRENCH
5 TO 10 Kg STONES
0
0m
1
2
3
4
5m
6
7
8
9
10
11
12
13
14
15
+1.50m
1:2
16
17
18
19
20 m
DETAILS :1. G - GABIONS WITH 10mmp P.P ROPE MESH
SIZE 150mm x 150mm FILLED WITH STONES
FROM 20Kg TO 40Kg.
JUTE BAGS FILLED WITH
2. DETAIL OF FILTER
COARSE SAND + GRAVEL
GEOFILTER (GFW 40 - 200)
BEACH PROFILE
FIG : - DESIGN OF ANTI SEA EROSION BUND AT SWAMINARAYAN TEMPLE, TITHAL - GUJRAT
PROBLEM
The Swaminarayan Mandir in Valsad-Gujarat is situated at a distance of around
200-250 m from the Seashore. The shore suffers extensive erosion due to strong
wave action and the formation of eddies contributed by the adjacent river and high
velocity winds. Seabed erosion had almost reached at the walkway of the temple
and posed a threat to the structure in the long run. The problem of erosion is so
tremendous that roughly 6-7 m of the shore are lost per year.
SOLUTION
The help of CWPRS was taken to restrict the erosion and have a full proof solution
in long run. After study of the problem CWPRS suggested the use of Polymer Rope
Gabion for construction of Anti Erosion Sea wall and using Woven Geotextile as a
filter media below the gabions.
C U R R E N T S TAT U S
After completion of the job, washed out land of about 30m x 330m was reclaimed
and is beautified by the temple authorities for pilgrimage purposes. The gabion
wall is performing very well and about 3m deep silting has taken place at the wall.
The sea wall after 4 years is absolutely in sound condition even after being
subjected to severe cyclonic winds and rainfall. No major maintenance cost has
been incurred during last 4 years.
Reference: - M. Venkatraman, Coastal Protection Using Polymer Rope Gabions, Proce. Geosynthetics India 2004, Geosynthetics-New Horizons, Indian Institute Of Technology, Delhi 2004.
Swaminarayan Temple,
Anti Sea Erosion Wall
GEOSYNTHETICS DIVISION
Engineered Solutions
In Search Of Excellence
Tithal, Valsad, Gujarat, India
PRINCIPLE CLIENT
Damanganga projects, Canal Investigation Division, Govt. of Gujarat and
Swaminarayan Temple Trust.
C O N S U LTA N T
Central Water and Power Research Station, Pune
Mr. M.D.Desai
MAIN CONTRACTOR
NGO organisation of Swaminarayan Temple Trust
PERIOD OF WORK
May2001 to October 2001
GARWARE-WALL ROPES LIMITED
GEOSYNTHETICS DIVISION
Engineered Solutions
In Search Of Excellence
Plot No. 11, Block Number D-1, MIDC, Chinchwad, Pune - 411 019. INDIA.
Ph.: +91-20-27463712, 27473931, 30780195 / 188 Fax: +91-20-27440081
e-mail : [email protected]
GARWARE-WALL ROPES (GEO SYNTHETICS DIVISION) - CASE STUDY
www.garwareropes.com
2/2 - REF 111
PRODUCTS & QUANTITY
Polymer Rope Gabion made of 10mm rope and 150x150 mm mesh Total
Quantity 6070 m 3 .
GARWARE-WALL ROPES (GEO SYNTHETICS DIVISION) - CASE STUDY
1/2 - REF 111
G A R WA R E -WA L L R O P E S ( G E O S Y N T H E T I C S D I V I S I O N ) - C A S E S T U DY
ELEVATION (IN METRES)
8
G A R WA R E -WA L L R O P E S ( G E O S Y N T H E T I C S D I V I S I O N ) - C A S E S T U DY
9
F I G U R E 1 S C H E M AT I C S K E T C H O F S E C T I O N
2.00m
SEA SIDE
+7.00m
20-40 Kg STONES
1.00m
5.0m
4.0m
FL
EX
I
20 FIL BLE
TO LE GA
40 D W BIO
Kg ITH NS
ST
ON
ES
1.00m
m
0.40
6.0m
5 TO 20 Kg STONES
3.00m
1m x 1m x 1m
+5.00m
+5.20m
1.00m
20 TO 40 Kg STONES
EXISTING BEACH PROFILE
3.0m
+2.50M
3.00m
TRENCH
2.0m
1.0m
0
5m
10m
15m
20m
NOTE:FLEXIBLE GABIONS OF SIZE 1m x 1m x 1m FILLED
WITH 20 TO 40 Kg STONES (APPROXIMATE WEIGHT 1:50T)
FIG:- DESIGN OF SEAWALL AT THERONDA, DIST, RAIGAD
PROBLEM
The Theronda coast suffered bank erosion due to the tidal actions. The severity of
the problem was major as large portions of the land was getting affected due to
this.
SOLUTION
It was proposed to construct a parallel sea wall along the coast of the Theronda.
For the construction of the sea wall the use of polymer rope gabions was
proposed taking into view the effect of wave action and usefulness of gabions.
C U R R E N T S TAT U S
The project is still in construction phase and the completed portion of the wall has
reduced the erosion to a considerable proportion.
Reference: - M. Venkatraman, Coastal Protection Using Polymer Rope Gabions, Proce. Geosynthetics India 2004, Geosynthetics-New Horizons, Indian Institute Of Technology, Delhi 2004.
GEOSYNTHETICS DIVISION
Engineered Solutions
In Search Of Excellence
Sea Wall Theronda
Theronda, Alibaug, Maharashtra
PRINCIPLE CLIENT
Harbor engineering division. Alibaug
C O N S U LTA N T
Central Water and Power Research Station, Pune.
MAIN CONTRACTOR
Ram Nimbalkar & Associates
PERIOD OF WORK
September 2003 to June 2004
GARWARE-WALL ROPES LIMITED
GEOSYNTHETICS DIVISION
Engineered Solutions
In Search Of Excellence
Plot No. 11, Block Number D-1, MIDC, Chinchwad, Pune - 411 019. INDIA.
Ph.: +91-20-27463712, 27473931, 30780195 / 188 Fax: +91-20-27440081
e-mail : [email protected]
GARWARE-WALL ROPES (GEO SYNTHETICS DIVISION) - CASE STUDY
www.garwareropes.com
2/2 - REF 112
PRODUCTS & QUANTITY
Polymer Rope Gabion made of 10mm rope and 150 x 150 mm mesh,
Quantity 11000 cubic meters.
GARWARE-WALL ROPES (GEO SYNTHETICS DIVISION) - CASE STUDY
1/2 - REF 112
G A R WA R E -WA L L R O P E S ( G E O S Y N T H E T I C S D I V I S I O N ) - C A S E S T U DY
30cms THICK LAYER OF COARSE
SAND+GRAVEL (FILLED IN USED
CEMENT BAGS)
G A R WA R E -WA L L R O P E S ( G E O S Y N T H E T I C S D I V I S I O N ) - C A S E S T U DY
LEFT SIDE
7.0m
F I G U R E 1 S C H E M AT I C S K E T C H O F S E C T I O N
SEA SIDE
+6.00m
FLEXIBLE GABIONS FILLED WITH
30 TO 50 Kg STONES
1
1
G 2.5m
x
x1
20 to 30 Kg STONES
1x G
1x
3m
20
G 2 . 5m
x
x1
1x G
1x
TO
3m
30
Kg
ST
ON
ES
1.00m
1.00m
+2.00m
30 TO 50 Kg
STONES
1.00m
+0.00m
31.90m
FIG:- TRAINING WORKS FOR VARSOLI CREEK, ALIBAG
PROBLEM
Varsoli, a village situated on the seacoast near Alibaug, Maharashtra, is a small
harbour that suffered a problem of bar formation in the entrance of the harbor.
This bar formation took place because of the tidal sand movements. As a result of
this the ships had a trouble in moving in and out of the harbor. The dredging of
this bar formation would have been a costly affair.
SOLUTION
After studying the problem, it was decided to construct two perpendicular
groyens to the harbour entrance. Two groyens one on each side of the entrance
having a length of 1km was proposed. For construction of these groyens use of
polymer rope gabions was proposed because of suitability to withstand cyclic
loading of waves.
C U R R E N T S TAT U S
Construction of About 500 m length of the walls on both sides is going on and is
giving good results. It will provide solution in the short term and long term to the
problem of bar formation near the entrance.
Reference: - M. Venkatraman, Coastal Protection Using Polymer Rope Gabions, Proce. Geosynthetics India 2004, Geosynthetics-New Horizons, Indian Institute Of Technology, Delhi 2004.
Construction of Groyens
Varsoli Creek, Alibaug
G A R WA R E -WA L L R O P E S ( G E O S Y N T H E T I C S D I V I S I O N ) - C A S E S T U DY
+2.00m
3.00m
CHANNEL SIDE
G
1 x 1 x 4m
G A R WA R E -WA L L R O P E S ( G E O S Y N T H E T I C S D I V I S I O N ) - C A S E S T U DY
4.00m
GEOSYNTHETICS DIVISION
Engineered Solutions
In Search Of Excellence
PRINCIPLE CLIENT
Harbour Engineering Division, Navi Mumbai.
C O N S U LTA N T
Central Water and Power Research Station, Pune.
MAIN CONTRACTOR
Shreeram Associates
PERIOD OF WORK
September 2003 to September 2004
GARWARE-WALL ROPES LIMITED
GEOSYNTHETICS DIVISION
Engineered Solutions
In Search Of Excellence
Plot No. 11, Block Number D-1, MIDC, Chinchwad, Pune - 411 019. INDIA.
Ph.: +91-20-27463712, 27473931, 30780195 / 188 Fax: +91-20-27440081
e-mail : [email protected]
GARWARE-WALL ROPES (GEO SYNTHETICS DIVISION) - CASE STUDY
PRODUCTS & QUANTITY
Polymer Rope Gabion made of 10mm rope and 150x150 mm mesh.
The total quantity of gabion used is 9755 m 3
www.garwareropes.com
2/2 - REF 113
GARWARE-WALL ROPES (GEO SYNTHETICS DIVISION) - CASE STUDY
1/2 - REF 113
F I G U R E 1 S C H E M AT I C S K E T C H O F S E C T I O N
STONES OF 400 kg to 500 kg
(MINIMUM OF TWO LAYERS)
+3.35
SEA SIDE
GABION BOX 1mx 1mx 1m
APERTURE SIZE 100mm x 100mm
TO BE FILLED WITH STONE SIZE 150mm
CORE LAYER
STONES OF 50 kg to 125 kg)
0.00 MSL
-0.30
FILTER LAYER
STONES OF SIZE UPTO 150mm
SEA BED LEVEL
PROBLEM
The various stretches along the coastal line in Kanyakumari district were facing a
problem of severe bank erosion due to the tidal actions. This was causing a threat
to the nearby fishermen villages and some of the villagers need to shift their
structures away from the coast.
SOLUTION
It was proposed to construct parallel sea walls along the 28 stretches wherever
the severity of the problem was more. Use of polymer rope gabions was proposed
taking into view the effect of wave action and usefulness of gabions.
C U R R E N T S TAT U S
The project is completed and these walls have reduced the erosion to considerable
proportions. Its performance is much better than the old seawalls constructed there
by just dumping the stones without gabion and geotextiles.
Reference: - M. Venkatraman, Coastal Protection Using Polymer Rope Gabions, Proce. Geosynthetics India 2004, Geosynthetics-New Horizons, Indian Institute Of Technology, Delhi 2004.
Sea walls in
Kanyakumari
GEOSYNTHETICS DIVISION
Engineered Solutions
In Search Of Excellence
G A R WA R E -WA L L R O P E S ( G E O S Y N T H E T I C S D I V I S I O N ) - C A S E S T U DY
1:2.5
G A R WA R E -WA L L R O P E S ( G E O S Y N T H E T I C S D I V I S I O N ) - C A S E S T U DY
ARMOUR LAYER
2.0m
Various locations in Kanyakumari district, Tamilnadu
PRINCIPLE CLIENT
PWD Tamilnadu
C O N S U LTA N T
Indian Institute of Technology Chennai
MAIN CONTRACTOR
Mr. Azalagasan, Mr. P. Ramesh Babu, Mr. P. Selvaraj, Mr. A. Ganesan,
Sri Raja Engineering Contractors, Mr. S. Fredy Paul
PERIOD OF WORK
June 2002 - 2003
GARWARE-WALL ROPES LIMITED
GEOSYNTHETICS DIVISION
Engineered Solutions
In Search Of Excellence
Plot No. 11, Block Number D-1, MIDC, Chinchwad, Pune - 411 019. INDIA.
PRODUCTS & QUANTITY
"Polymer Rope Gabions 10,000 cu.m & Geotextile 1 lac sqm"
Ph.: +91-20-27463712, 27473931, 30780195 / 188 Fax: +91-20-27440081
e-mail : [email protected]
GARWARE-WALL ROPES (GEO SYNTHETICS DIVISION) - CASE STUDY
www.garwareropes.com
2/2 - REF 114
GARWARE-WALL ROPES (GEO SYNTHETICS DIVISION) - CASE STUDY
1/2 - REF 114