River and dam model https://dlt-acc.firelay.cloud/c/message_boards/find_thread?p_l_id=3231581&threadId=3348221 2026-05-15T14:23:11Z 2026-05-15T14:23:11Z Hernán Larriva https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&messageId=3393771 2019-11-12T16:43:24Z 2019-11-12T16:43:24Z

Hi how are you? I am going to do something similar..how was it going?

Hernán Larriva 2019-11-12T16:43:24Z Jeffer Canon https://dlt-acc.firelay.cloud/c/message_boards/find_message?p_l_id=3231581&messageId=3348220 2016-01-06T18:54:13Z 2016-01-06T18:37:49Z

Hello everyone,<br /><br />I am working on my thesis to set a river and reservoir model together. The reservoir was created to produce hydroelectric energy. Between river upstream and the dam there are approximately 40 km. The model lets analyze river&#39;s morphological process and dam’s sedimentation. Upstream the river has a water depth around 2 m and the dam reservoir depth is 40 m. So, I get my first question: Should I use more than one layer whether I only need to model flow and sediment process?<br /><br />Besides, I set downstream boundary just in the dam, it means, I don’t have grid in the downstream dam. I have daily time-series with discharges from gates and spillway and water level. Upstream in the river there are daily time-series of discharges. Could anyone suggest how set boundary condition in the reservoir?<br /><br />I attached an image to understand it better.<br /><br />Thank you in advance.<br /><br />Jeffer

Jeffer Canon 2016-01-06T18:37:49Z