SHP Mesolakkos, Municipality of Grevena, Greece

SITE

r. Aliakmonas, Municipality of Grevena, Greece

PROJECT OWNER

C. ROKAS S.A.

DESIGN BY

SOFIOS S.A.

YEAR 

2009

DESCRIPTION

Analysis of possible dam break mechanisms and determination of the outflow hydrographs during the dam collapse.

TECHNICAL CHARACTERISTICS

• Concrete overflow section
• Basin area: 3.390 Km²
• Dam height: H = 23 m
• Crest length: L~200 m
• Fill volume : 48.000 m³
• Lake capacity : 3 x 10⁶ m³
• Dam crest: +461,00
• Spillway crest: +455,00
• Spillway Q=1.200 m³/s, Width: 104 m, Ogee Crest (+453,25)