README edit

README.md

@@ -2,36 +2,16 @@
 
 # East Budleigh Hydrological Analysis
 
-Data analysis for [Puttock, et al. (2021)](https://doi.org/10.1002/hyp.14017)
-and Graham, et al. (In Review).
-
-Workflow for the processing and analysis of hydrological data from East
-Budleigh EA gaug to evaluate the imapcts of Beaver on Flow regimes...
-
-And here's the rough result... ![Bud Brook
-Location](7_Site_Location/exports/BudBrookHydroLoc.jpg) Location of
-Budeligh brook Catchment Colaton Brook catchemnts, gauging station and
-Beaver dam sequence.
-
-![East Bud
-example5](8_event_overlay/exports/FlowRainOverlayNOTRANSrev.png) All
-events overlain including fitted General Additive Models (GAM). Used to
-estimate and compare changes in hydrological event geometry pre/post
-beaver.
-
-![East Bud example2](6_Event_Stats/BACI_Plots/Model_CompareLOG2.png)
-Range of GLMs to investigate flow attenuation mechanism. M4/M5 are
-comparable and perform best; M5 model residuals indicate less deviance
-in residuals for larger events and therefore offering more reliable
-predictions for these key larger events. Attenuation increases up to a
-point - after which we cannot be confident in observing significant
-differences between factor levels (beaver presence/absence).
-
-![East Bud
-example3](6_Event_Stats/BACI_Plots/AttenuationPlotPERCENTILE.png)
-Predicted attenuation increases up to 94th percenile of event total
-rainfall. beyond the 97th percetile there is a large increase in our
-prediction uncertainties.
-
-![East Bud example4](6_Event_Stats/BACI_Plots/Fig6.FlowDurCurve.png)
-Flow duration curves for Budleigh Brook and Colaton Brook
+Data analysis for [Puttock, et al. (2021)](https://doi.org/10.1002/hyp.14017) and Graham, et al. (In Review).
+
+Workflow for the processing and analysis of hydrological data from East Budleigh EA gauge to evaluate the impacts of Beaver on flow regimes...
+
+![Bud Brook Location](7_Site_Location/exports/BudBrookHydro.png) Location of Budeligh brook Catchment Colaton Brook catchemnts, gauging station and Beaver dam sequence.
+
+![East Bud example5](8_event_overlay/exports/FlowRainOverlayNOTRANSrevV2.png) All events overlain including fitted General Additive Models (GAM). Used to estimate and compare changes in hydrological event geometry pre/post beaver.
+
+![East Bud example2](6_Event_Stats/BACI_Plots/Model_CompareLOG2.png) Range of GLMs to investigate flow attenuation mechanism. M4/M5 are comparable and perform best; M5 model residuals indicate less deviance in residuals for larger events and therefore offering more reliable predictions for these key larger events. Attenuation increases up to a point - after which we cannot be confident in observing significant differences between factor levels (beaver presence/absence).
+
+![East Bud example3](6_Event_Stats/BACI_Plots/AttenuationPlotPERCENTILE.png) Predicted attenuation increases up to 94th percenile of event total rainfall. beyond the 97th percetile there is a large increase in our prediction uncertainties.
+
+![East Bud example4](6_Event_Stats/BACI_Plots/Fig6.FlowDurCurve.png) Flow duration curves for Budleigh Brook and Colaton Brook