Walayar Irrigation Project

 

Walayar reservoir is situated in Palakkad District very close to Tamil Nadu boundary.  Walayar is nearly 24 km away from Palakkad  Town and almost the same distance away from Coimbatore in Tamil Nadu. The reservoir is located at a longitude between 760 42’ 76.50” East and latitude between 100 43’ 10.52” North and is on the right side of N.H 47 at 182 km and then by project road 1.50km to the dam site. 

Walayar project is one of the medium projects of Kerala. This project includes the one reservoir namely Walayar and Anicuts namely Nettu Iyer, Vadassery , Koundan, Nellissery, Thattan, Chalai, Kovilakam, Ponnampillai, Vanaboganam and its canal systems.  Nettu Iyer, Vadassery , Koundan, Nellissery Anicuts are coming in the walayar river just downstream of the Walayar reservoir.

Walayar project consists of a masonry gravity dam flanked by an earthen dam on either side for a length of 1478 M with masonry dam including spillway portion of 150m.  The maximum height of the dam is 28.10m. The reservoir has a water spread area of 2.59 square km at FRL.

The total ayacut is 3997 Ha., Ogee type spillway shutters have been provided with 3 Nos(12.00x3.00M ) crest gate of vertical lift type and operating system.  The river sluice of 1.50 x 1.80m is provided with lifting arrangements.  The main source of water is mainly from rains during south west and northeast monsoon.

 

General
State Kerala
District Palakkad
Taluk/Village Palakkad / Pudussery East
Latitude 10° 43' and 10° 52' North
Longitude 76° 42' and 76° 50' East
River Walayar River
(Tributary of Bharathapuzha)
Structural Features of the Dam
Type Masonry dam flanked by
earthen dams
Top Width Masonry 3.6m
Bottom Width 21.60m
Length Masonry 150m, Earth 1328m
Maximum Height from bed level 28.105 m
Slope- Upstream amp; Downstream Earth 2.5:1
Masonry 2:1
Hydrological Features of the Dam
Catchment Area 106.35Sq. KM
Probable Maximum Flood 396.40Cumecs
Method of estimating PMF Current meter method
Spillway
Location Middle portion
Type Ogee
Total length 42m
Crest level +199.95m
Design capacity of spillway 396.40 Cumecs
Number, type and sizes of gates 3 nos. size 12 x 3 m
Reservoir Features  
Top bank Level +205.00m
Maximum water level +203.00m
Full reservoir level +203.00m
Minimum drawdown level +188.975m
Dead storage capacity 3.212Mm3
Gross storage capacity 18.40Mm3
Freeboard over F.R.L 2.04m
Free board over M.W.L 2.04m
Area of reservoir at F.R.L 2.59 Sq. Km
Head Sluice
Sill level +182.575m and +188.975m
Spill Channel Natural River