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Sinnington

-Velocity:

-Calculated the mean average time then x 0.85 as surface water goes quicker then bottom flow river

-1.17 Cumecs

-Cross Sectional Area:

-Measure the stream width, add up all the depths

-Cross Sectional Area = average depth x channel width

-15.4m x 0.1725 = 2.6565 cubic meters

-Discharge:

-Stream Velocity x Cross Sectional Area

- 1.17 x 2.6565 = 3.11 cumecs

Analysis and Presentation:

-Analysis of calculations - presented them as a table calculated a graph of cross sectional area

-Pictorial Narrative - Word document annotated the defences

-Questionaire - presented as a word cloud/ bar chart

-Land Use Survey - Analysed by Computer to Environment Agency risk map

Secondary:

-Census - Presented in a table with Average age comparison

-BG8 - Presented as a bar, analysed to compare it

Results and Conclusions:

-Discharge - measure the dischare to understand how prone Sinnington was to flooding and whether the management is effective

- As it was 3.11 cumecs -not really worried of flooding

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