Arc Hydro for SFWMD Hydroperiod Estimation Enhanced Arc

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Arc Hydro for SFWMD Hydroperiod Estimation Enhanced Arc Hydro Framework for South Florida Operations

Arc Hydro for SFWMD Hydroperiod Estimation Enhanced Arc Hydro Framework for South Florida Operations Decision Support System Existing Arc Hydro Framework Regional Simulation Model Flood Hydrology & Hydraulics

Hydrologic Information System Analysis, Modeling, Decision Making Arc Hydro Geodatabase

Hydrologic Information System Analysis, Modeling, Decision Making Arc Hydro Geodatabase

Arc Hydro Framework Input Data Watersheds Waterbody Streams Hydro Points

Arc Hydro Framework Input Data Watersheds Waterbody Streams Hydro Points

Arc Hydro Framework Data Model

Arc Hydro Framework Data Model

Extended Arc Hydro Framework Hydro network Hydro. Edge 1. . * 1 1 1.

Extended Arc Hydro Framework Hydro network Hydro. Edge 1. . * 1 1 1. . * Hydro. Junction Structure 1 Subtypes 1. . * Uncontrolled Controlled Water body Subtypes Canal Segment Lake Marsh Tidal Monitoring. Point 1. . * Time Series Raster Series Attribute Series Feature Series Basin 1 1. . * Hydro. Element

Arc Hydro Framework For South Florida Basins Waterbody (NHD) Hydro Points Hydro Network (NHD)

Arc Hydro Framework For South Florida Basins Waterbody (NHD) Hydro Points Hydro Network (NHD)

Operations Decision Support System Goal of the Operations Decision Support System: to control the

Operations Decision Support System Goal of the Operations Decision Support System: to control the hydraulic head and water flow in water control units (WCU’s) in a satisfactory manner A WCU is a body of water that is surrounded by control structures

Operations Decision Support System Water Control Network WCULink WCUNode 1 1 1. . *

Operations Decision Support System Water Control Network WCULink WCUNode 1 1 1. . * Water body 1 Basin 1. . * Structure. Link 1. . * 1 Structure Extended Arc Hydro Framework

ODSS Prototype developed by Alicia Fogg and Gil Strassberg at CRWR • 9 Water

ODSS Prototype developed by Alicia Fogg and Gil Strassberg at CRWR • 9 Water Control Units • Based on an earlier prototype by ATS

ODSS Schematic Network WCUNode Type 1 – WCU 2 – Structure 3 - Basin

ODSS Schematic Network WCUNode Type 1 – WCU 2 – Structure 3 - Basin WCULink Type 1 – Water system 2 – Land to Water

ODSS Network Upstream Trace Demo of ODSS Prototype: ODSS. mxd

ODSS Network Upstream Trace Demo of ODSS Prototype: ODSS. mxd

Regional Simulation Model RSM Schematic Network 1 RSM Schematic Node RSM Schematic Link Pseudocell

Regional Simulation Model RSM Schematic Network 1 RSM Schematic Node RSM Schematic Link Pseudocell 1 1 1. . * Attribute Series 1 Hydro. Junction 1. . * RSM Watermover 1. . * 1 RSM Boundary 1. . * 1 Hydro. Element 1 (RSM Mesh) 1. . * Hydro. Edge Monitoring. Point Extended Arc Hydro Framework

Existing RSM Models Goal – to simulate the distribution in space and time of

Existing RSM Models Goal – to simulate the distribution in space and time of hydraulic head and water flow in surface water, shallow groundwater and SWFFS canal systems under alternative management policies. Time horizon is in daily time steps summarized monthly Southern Everglades continuing for years North Palm Beach South Dade

North Palm Beach Model Triangular Mesh drawn within basin boundaries. Canals can bound cells

North Palm Beach Model Triangular Mesh drawn within basin boundaries. Canals can bound cells or cross them

Hydroelements in 3 D

Hydroelements in 3 D

Multipatch A multipatch is a volume built by joining surfaces. Each layer is a

Multipatch A multipatch is a volume built by joining surfaces. Each layer is a set of multipatchs developed from the original triangular mesh DEMO: ODSSMESH. mxd Multipatchfor. ODSS. sxd

Flood Modeling and Managment • Goals: – Flood management in the District – Flood

Flood Modeling and Managment • Goals: – Flood management in the District – Flood evaluation for CERP – Flood mapping for FEMA • C-4 Basin is a sample study region C-4

C-4 Basin • Drainage areas defined within basin • More structures • Same base

C-4 Basin • Drainage areas defined within basin • More structures • Same base hydro network • Flood simulation models in XP-SWMM • Short time horizon of events (~ 3 days)

XP-SWMM Model

XP-SWMM Model

XP-SWMM Components Stormwater storage Groundwater inflow Watershed Runoff Channel Flow

XP-SWMM Components Stormwater storage Groundwater inflow Watershed Runoff Channel Flow

Hydrology and Hydraulics H&H Schematic Network 1 H&H Schematic Node H&H Schematic Link Attribute

Hydrology and Hydraulics H&H Schematic Network 1 H&H Schematic Node H&H Schematic Link Attribute Series 1 Hydro. Junction Model Basin/Drainage/Rainfall Tables 1. . * Catchment 1 (Sub-Basin) 1 Basins Hydro. Edge 1 Drainage Line (Flowpath) Time Series Monitoring. Point Extended Arc Hydro Framework

Hydro. Period Tool • Goal – determine the time pattern of inundation over a

Hydro. Period Tool • Goal – determine the time pattern of inundation over a selected spatial region and statistically summarize that pattern • 21 stage gages • Geospatial interpolation of water surface elevation

Hydro. Period Flood Inundation Region 1 Land Category db. Hydro 1 Depth Class Monitoring.

Hydro. Period Flood Inundation Region 1 Land Category db. Hydro 1 Depth Class Monitoring. Point Feature Series 1 Time Series 1. . * Attribute Series Raster Series Extended Arc Hydro Framework

Hydroperiod Tool Time. Series Framework Feature Series Variable Time Series Time 1 Attribute Series

Hydroperiod Tool Time. Series Framework Feature Series Variable Time Series Time 1 Attribute Series 3 Raster Series 2 t 4 y x

SFWMD Nexrad data Attribute series Display as a temporal layer in Tracking Analyst DEMO:

SFWMD Nexrad data Attribute series Display as a temporal layer in Tracking Analyst DEMO: Nexrad. mxd

Ponded Water Depth Kissimmee River June 1, 2003

Ponded Water Depth Kissimmee River June 1, 2003