http://in.groups.yahoo.com/group/hydrologymodel/ Hydrological Modelling Wed, 03 Sep 2008 11:39:24 GMT Ramachandra T.V. http://in.groups.yahoo.com/group/hydrologymodel/message/608 http://in.groups.yahoo.com/group/hydrologymodel/message/608 Dear All I learnt that attachment did not get through in my last posting. Hence, I am sending the same with web details (so that you can download the Mon, 01 Sep 2008 03:41:17 GMT cestvr@... http://in.groups.yahoo.com/group/hydrologymodel/message/607 http://in.groups.yahoo.com/group/hydrologymodel/message/607 Dear All Biannual lake symposium - Lake2008:Conservation and Management of River and Lake Ecosystems willbe held during 22-24th December 2008 at Satish Thu, 14 Aug 2008 08:15:56 GMT Ranjit Injirapu http://in.groups.yahoo.com/group/hydrologymodel/message/606 http://in.groups.yahoo.com/group/hydrologymodel/message/606 Dear AKV, i could not understand what software you want? please be clear. what is the data you want to analyze, what analysis? may be i can help you if you can Thu, 14 Aug 2008 05:43:50 GMT ARBIND K.VERMA http://in.groups.yahoo.com/group/hydrologymodel/message/605 http://in.groups.yahoo.com/group/hydrologymodel/message/605 Dear Member I need free software for  rainfall and hydrologic data analysis. Pl suggest any. AKV Thu, 14 Aug 2008 03:32:07 GMT mai retesat http://in.groups.yahoo.com/group/hydrologymodel/message/604 http://in.groups.yahoo.com/group/hydrologymodel/message/604 Thank you for your answer!   I am using Feflow 5.1 and I can only input the groundwater recharge as a result of the infiltration and evapo-transpiration Wed, 13 Aug 2008 15:59:54 GMT Prashanth Khambhammettu http://in.groups.yahoo.com/group/hydrologymodel/message/603 http://in.groups.yahoo.com/group/hydrologymodel/message/603 Do you represent ET in your model ? Thanks, Prashanth Khambhammettu Wed, 13 Aug 2008 10:52:25 GMT mai retesat http://in.groups.yahoo.com/group/hydrologymodel/message/602 http://in.groups.yahoo.com/group/hydrologymodel/message/602 Hi! I am trying to simulate an unconfined aquifer in Feflow. The model is delineated by a river divide to the east (impermeable to flow) and reaches a Wed, 06 Aug 2008 14:33:48 GMT Prashanth Khambhammettu http://in.groups.yahoo.com/group/hydrologymodel/message/601 http://in.groups.yahoo.com/group/hydrologymodel/message/601 Fabrice, I would suggest that you look at MODFLOW-SURFACT. SURFACT is a MODFLOW-based Flow and Transport code that successfully overcomes several of the Wed, 06 Aug 2008 14:32:56 GMT Wilsnack, Mark http://in.groups.yahoo.com/group/hydrologymodel/message/600 http://in.groups.yahoo.com/group/hydrologymodel/message/600 Fabrice: You may want to consider using the Analytic Element Method since it can directly simulate this type of scenario. Haitjema (1995) provides a discussion Wed, 06 Aug 2008 09:41:20 GMT fabrice.compere http://in.groups.yahoo.com/group/hydrologymodel/message/599 http://in.groups.yahoo.com/group/hydrologymodel/message/599 Hi to the members of this group. That's my first post ever here ! I'm performing a preliminary research concerning the possibility to modelize a chalk aquifer Tue, 05 Aug 2008 16:41:12 GMT NARENDR K BHANDARI http://in.groups.yahoo.com/group/hydrologymodel/message/598 http://in.groups.yahoo.com/group/hydrologymodel/message/598 contact NATIONAL WATER DEVELOPMENT AGENCY BANGLORE BYE ... N K Bhandari A-14,VRIDAVAN CGHS,PLOT-I, SECTOR-6,DWARKA, NEW DELHI-110075 PHONE NUMBER Sun, 03 Aug 2008 18:03:14 GMT Ayyappa Reddy http://in.groups.yahoo.com/group/hydrologymodel/message/597 http://in.groups.yahoo.com/group/hydrologymodel/message/597 Hi Anita   I found a similar question in this website with a good answers, I guess it must be your collegue.   Sun, 03 Aug 2008 16:08:58 GMT anita bhatt http://in.groups.yahoo.com/group/hydrologymodel/message/596 http://in.groups.yahoo.com/group/hydrologymodel/message/596 Dear Sir/Madam,   I am student from Vijayawada currently doing my 3rd year B.Tech at Vr.Siddhartha engineering college. We are doing a project related to Sun, 03 Aug 2008 16:07:53 GMT habib rehman http://in.groups.yahoo.com/group/hydrologymodel/message/595 http://in.groups.yahoo.com/group/hydrologymodel/message/595 Dear Anita,   For designing a storage tank one of the important factor is the average daily usage of water per capita, which is different for different areas Sun, 03 Aug 2008 16:07:14 GMT Prashanth Khambhammettu http://in.groups.yahoo.com/group/hydrologymodel/message/594 http://in.groups.yahoo.com/group/hydrologymodel/message/594 Hello, This website is a good place to start with. However, some of the links are dated and may not work any more.