<?xml version="1.0" encoding="UTF-8"?><xml><records><record><source-app name="Biblio" version="7.x">Drupal-Biblio</source-app><ref-type>10</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">David, V.</style></author><author><style face="normal" font="default" size="100%">Evelpidou, N.</style></author><author><style face="normal" font="default" size="100%">Vassilopoulos, A.</style></author><author><style face="normal" font="default" size="100%">Boglis, A.</style></author><author><style face="normal" font="default" size="100%">Foudoulis, I.</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Flood modeling in Karlovassi basin area - Samos Island (Greece).</style></title><secondary-title><style face="normal" font="default" size="100%">International conference on Urban Flood Management (25-27 November)</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2009</style></year></dates><pub-location><style face="normal" font="default" size="100%">Paris, France</style></pub-location><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">&lt;div&gt;Karlovassi basin area has been studied for long period by the team from University&amp;nbsp;of Athens. This area suffers from frequent floods which frequency even raised after&amp;nbsp;large area of forests in Kerketeas Mountain area was burned down in year 2000. In&amp;nbsp;recent period the area has been studied from the point of view of flood risk. High&amp;nbsp;volume of data was collected and processed as an input to the flood risk model. The&amp;nbsp;model was built using Arc Hydro toolset in ArcGIS environment (Maidment, 2002).&amp;nbsp;Based on this model a GIS based flood risk map was created.&amp;nbsp;In order to get more detail description of rainfall-runoff process a decision has been&amp;nbsp;made to apply hydrologic model which works with more detail description of runoff&amp;nbsp;process. For these purposes fully HEC-1 model (Hydrologic Engineering Center,&amp;nbsp;1998) was chosen. HEC-1 describes runoff process with semi-distributed approach.&amp;nbsp;Results for modeling of precipitation event from November 2001 are presented here.&lt;/div&gt;</style></abstract></record></records></xml>