From 0b12dbd7d694db2b10ccd3bb004814f544cfc09f Mon Sep 17 00:00:00 2001 From: hg340 Date: Thu, 10 Feb 2022 10:35:32 +0000 Subject: [PATCH] README edit --- README.md | 46 +++++++++++++--------------------------------- 1 file changed, 13 insertions(+), 33 deletions(-) diff --git a/README.md b/README.md index a75bce4..d9d4678 100644 --- a/README.md +++ b/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