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Objectives
![Screen Shot 2020-12-10 at 9.13.34 AM.png](https://static.wixstatic.com/media/0e6df5_4dc1b5ef8dac4c16b5670794e7f5edbc~mv2.png/v1/crop/x_0,y_4,w_1050,h_841/fill/w_299,h_240,al_c,q_85,usm_0.66_1.00_0.01,enc_avif,quality_auto/Screen%20Shot%202020-12-10%20at%209_13_34%20AM.png)
One-Dimensional Flood Model
Our first objective was to create a one-dimensional flood model of the river segment in HEC-RAS
![Screen Shot 2020-12-10 at 8.47.52 AM.png](https://static.wixstatic.com/media/0e6df5_97a24159d79d4bd0a3b9bc14f0682113~mv2.png/v1/fill/w_303,h_226,al_c,q_85,usm_0.66_1.00_0.01,enc_avif,quality_auto/Screen%20Shot%202020-12-10%20at%208_47_52%20AM.png)
Two-Dimensional Flood Model
Our second objective was to create a two-dimensional model of the river segment in HEC-RAS
![results.JPG](https://static.wixstatic.com/media/56a48a_eb9a3faa8431465597605185ee3ab23f~mv2.jpg/v1/fill/w_305,h_226,al_c,q_80,usm_0.66_1.00_0.01,enc_avif,quality_auto/results_JPG.jpg)
Analysis
Our final objective was to compare the one-dimensional and two-dimensional models to each other and to official flood risk areas to determine the effectiveness of each method.
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