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Glossary
The following are definitions of terms used in this manual. The terms are defined in context with CWMS.
Term | Definition |
Acquisition module | The Acquisition module in the CAVI is the grouping of commands for data acquisition. These are commands for monitoring receipt of data by the CWMS database (and DSS |
Arc shapefile | Arc shapefiles is the native data structure for the ArcGIS® software (GIS stands for Geographic Information System). Shapefiles store non-topological geometry and attribute information for the spatial features of a data set. A shapefile is a group of files that share a common base name and different extensions. At a minimum a shapefilehas three component files: .dbf, .shp, and .shx. The .shp file contains the shapes (point, polylines, or polygons) that are displayed in the layer. Each shape has a record in the .dbf database file containing descriptive data called "attributes". The .shx file contains an |
Base data | Base data for a CWMS watershed refers to the original set of data from which copies are made to create forecasts. |
Baseflow method | The baseflow method is a model for calculating the subsurface flow contribution to total runoff flow in a subbasin. |
Basin model | Basin models are one of the main components in an HEC- HMS project. Basin models are composed of subbasins, routing reaches, junctions, and other elements. Their principal |
Cache | A cache is a temporary storage area where recently accessed |
Calibration | Calibration is the systematic adjustment of model parameters to produce model results that more accurately reflect |
Common schematic | A common schematic consists of a stream alignment, map layers, time series icons, computation points, impact areas, and projects that allow sharing of common data between HEC software (e.g., HEC-HMS and HEC-ResSim) for a watershed. |
Computation point | A computation point is a location where time series data are |
Control and Visualization Interface (CAVI) | The CAVI is the graphical user interface (GUI) of CWMS. You command CWMS with graphical menus and tools available in the CAVI. With the CAVI you configure watersheds, view and edit data, setup and run forecasts, and |
Coordinated Universal Time (UTC) | UTC is a time scale that is the basis for the worldwide system of civil time.9 To provide a consistent method of assigning time to data, the CWMS database default time zone is UTC. No matter what time zone the data are originally measured in, the data will always be stored in UTC in the database. The time assigned to data can be converted to local time or another |
Corps Water Management System | CWMS is a real-time decision support system developed by HEC. CWMS makes readily available to USACE staff information about the current state of watersheds, likely future state of watersheds, and consequences of management actions. The information helps water managers make wise operation |
Corps Water Management System Visual Utility Engine (CWMS-Vue) | CWMS-Vue is a software utility developed by HEC that provides a graphical user interface for viewing, editing, and manipulating data in DSS files and the CWMS database. It is |
Culvert | A culvert is a conduit that conveys stream flow through a |
Data Storage System (DSS) | DSS is a database system developed by HEC to store and retrieve efficiently scientific data that are typically sequential. Such data types include, but are not limited to, time series data, curve data, spatial-oriented gridded data, and others. HEC designed the system to make it easy for users and application |
Data Storage System (DSS) Pathname | A DSS pathname is a unique reference to a record or time series in a DSS file. The pathname is structured so that it is easy to group related data together. A pathname is separated |
Data Storage System Visual Utility Engine | HEC-DSSVue is a software utility developed by HEC that provides a graphical user interface for viewing, editing, and |
Data stream | A CWMS data stream is a group of processes that receive real- time data from remote sources and provide those data to the CWMS database and other files and processes. The primary CWMS processing components are DataSender, DataReceiver, DataCapture, and DataReader, which can be combined to process any type of data, but are generally used to capture, decode, and load SHEF data and National Weather Service (NWS) gridded data products into CWMS. CWMS data stream components typically run together on a CWMS Solaris server, but can be configured to operate in a Wide Area Network (WAN) of dispersed Solaris servers and PC's. A typical office using CWMS will have several CWMS data streams, allowing |
Data validation | Data validation is the process of reviewing data and editing or deleting data that are erroneous. |
Datum | Datum refers to the reference specifications of a measurement system, usually a system of coordinate positions on a surface (a horizontal datum), or heights above or below a surface (a |
Directory | A directory catalogs the computer files in a nested folder-like |
Diversion | A diversion removes and redirects water from its normal |
Domestic Satellite | DROT is software that facilitates receipt of satellite data. |
Easting | Easting is the x coordinate of a location in the user-selected |
Flood Impact Analysis (HEC-FIA) | HEC-FIA is an HEC analysis application that assesses consequences of flow or water surface elevations in the system. Inputs include computed or observed flows or water surface elevations at critical locations. Outputs include economic, life loss, or other measures of impact, or optionally, information on actions to be taken in response to flows or |
Flow blending | Flow blending is the capability of CWMS to transition smoothly from observed flows during the "lookback period" to simulated flows during the forecast period. The lookback period is the period of time occurring prior to the time of |
Forecast | A CWMS forecast is a simulation of watershed processes and consequences of flooding based on input data and hydrologic, reservoir operation, hydraulic, and impact analysis models configured in CWMS. Forecast results include flow and stage in the channel from watershed runoff, reservoir release schedules, floodplain inundation maps, floodplain consequence reports, and reports listing actions for emergency responders to |
Forecast alternative | A forecast alternative is a single forecast scenario defined by a specific set of data and model alternatives. A second forecast alternative would be defined by different data or model |
Freeboard | Freeboard is the vertical distance from the water surface to the top of the channel, levee, or floodwall at design condition, and serves as a factor of safety for containing water in the stream |
Geographic Information System (GIS) | GIS is an integrated collection of software and data used to view and manage information about geographic places, |
Geo-referenced grid | A geo-referenced grid is a set of geographic data that are represented as a raster and have been linked to a coordinate system for viewing, querying, and analyzing with other |
Gridset | A gridset is a sequence or time series of georeferenced grids that describe properties or states of a watershed as they vary spatially and through time. Examples include sequences of |
HEC-GridUtil | HEC-GridUtil is a software application developed by HEC that |
Hydrograph | A hydrograph is a relationship of stage, discharge, velocity, or |
Hydrologic Engineering Center (HEC) | HEC is USACE's designated Center of Expertise in the technical areas of surface and groundwater hydrology, river hydraulics and sediment transport, hydrologic statistics and risk analysis, reservoir system analysis, planning analysis, real- |
Hydrologic Modeling System (HEC-HMS) | HEC-HMS is an HEC analysis software application that simulates watershed response to precipitation. Inputs may include observed or forecasted precipitation, temperature, snowpack, and other environmental conditions. Outputs |
Impact area | In CWMS, an impact area is a distinct portion of a watershed in which rising stage in a stream, river, lake, or reservoir has a consequence that is to be assessed. The boundaries of an impact area are defined by a closed polygon. You characterize the effects of rising stage by describing the property and |
Inundation | Inundation is a condition in which water covers normally dry |
Java Archive (JAR, .jar) | JAR is a platform-independent file format that aggregates many files into one. Multiple Java applets and their requisite components (.class files, images and sounds) can be bundled in a JAR file. The JAR format also supports compression, which |
Layers | Layers in the CAVI are like transparencies laid one on top of the other. Each includes representations of static physical images such as roads, county and state boundaries, rivers, and subbasins. These are layered in the display area as color |
Layer tree | A layer tree is a list representing the hierarchical arrangement |
Levee | A levee is a manmade barrier built along a stream to reduce |
Log file | A log file is a file that holds messages produced by the CWMS program. The types of messages include information-only |
Lookback period | The lookback period is the period of time occurring prior to the time of forecast. |
Loss method | The loss method is a model for calculating infiltration and |
Map layer | A map layer is a digital map of watershed features that is |
Map projection | A map projection uses mathematical formulas to relate spherical coordinates on the globe to |
Map Window | The map window is the window in the CAVI that displays the graphical (and usually georeferenced) representation of the watershed. |
Meteorologic Forecast Processor (MFP) | MFP is an HEC analysis software application that processes meteorological forecasts for input to HEC-HMS. Inputs are forecasted meteorological data such as precipitation and temperature. Outputs are forecasted meteorological time series |
Meteorologic model | Meteorologic models are one of the main components in an HEC-HMS project. Their principal purpose is to prepare meteorologic boundary conditions for subbasin runoff |
Model alternative | A model alternative is a single model configuration with a specific set of input and parameters. A second model alternative would be defined by a different configuration or |
Modeling module | The Modeling module in the CAVI is the grouping of commands for model execution. These are commands for |
Module | Commands in the CAVI are organized by function: watershed setup, data acquisition, data visualization, and model execution. A module is the grouping of commands related to a function. The CAVI contains the Setup module for watershed setup, the Acquisition module for data acquisition, the Visualization module for data visualization, and the Modeling module for model execution. Each module has menus, tools, |
Northing | Northing is the y coordinate of a location in the user-selected World Coordinate System. |
National Weather Service (NWS) | NWS is a Federal agency that makes and issues meteorologic and hydrologic forecasts. NWS forecasts may be used as input |
Off-channel storage area | In HEC-RAS, an off-channel storage area is a modeling element used to represent ponded water in interior areas, |
Parameter | A parameter is a representation of a watershed condition in a |
Precipitation grid | A precipitation grid is a spatial representation of precipitation |
Project benefit | A project benefit is a reduction in adverse flood consequences attributable to a project or projects. Project benefit commonly is computed as the difference between the without- and with- |
Projects | Projects are man-made structures such as reservoirs or levees that are built to control water. |
Quality color bar | The quality color bar is a thick, segmented line shown in the CAVI display area that represents the history of the data quality at a specific location within the time window you have |
Quantitative precipitation forecast (QPF) | QPF is a spatial and temporal precipitation forecast for a specified region or area.7 |
Raw data | Raw data are data that are collected, transmitted and received, but not yet subjected to quality tests and revised. They are preserved in the CWMS database and are identified as raw |
Regulated flow | Regulated flow is flow that has been changed from its natural |
Reservoir | A reservoir is a structure built to control water for uses such as flood control, hydropower generation, and water supply. |
Reservoir System Simulation | HEC-ResSim is an HEC analysis software application that simulates behavior of reservoirs and linking channels, following user-specified operations for reservoir release decision making. Inputs include flows into reservoirs and unregulated flows downstream of reservoirs. Outputs include reservoir releases, downstream regulated flows, and reservoir |
Revised data | Revised data are data that are validated and transformed for |
River Analysis System (HEC-RAS) | HEC-RAS is an HEC analysis software application that simulates, in one-dimension, behavior of channels and adjacent floodplains. This permits determination of water surface elevations corresponding to flows computed by HEC-HMS or HEC-ResSim. Inputs include flows, and outputs include water |
River Analysis System Mapper (RAS Mapper) | RAS Mapper is tool that is included in the HEC-RAS software application that allows you to use and visualize floodplain |
Routing reach | A routing reach is a portion of a stream network. In HEC-HMS |
Scripting | Scripting is the process of automating the actions of a program, |
Setup module | The Setup module in the CAVI is the grouping of watershed |
Simulation | A simulation is a mathematical representation of the behavior of a system, given inputs and initial conditions. |
Stage | Stage is the vertical distance of a water surface above or below |
Stream alignment | A stream alignment is a representation of the stream network in the watershed. The alignment shows routing reaches and indicates where confluences and bifurcations occur and |
Stream element | A stream element is part of the representation of the stream network in the watershed. Specifically, a stream element is a segment of the stream alignment that is composed of vertex points (points with known coordinates). The beginning and ending vertex points of a stream element are stream nodes. Stream elements typically begin or end at a confluence, |
Stream junction | Stream junctions are part of the representation of the stream network in the watershed. Specifically, a stream junction is a point where two stream elements meet (two stream nodes at |
Stream node | Stream nodes are part of the representation of the stream network in the watershed. Specifically, stream nodes are the beginning and ending points for each stream element. Stream nodes are also points where stream elements meet (stream |
Stream stationing | Stream stationing is a reference system for locating features with distance along a stream. CWMS creates and labels stream stations (or river stations) along each stream element. The station at the downstream end of an element is Station 0 (zero), and the stationing increases upstream along the element according to the linear distance between vertices on the stream |
Subbasin | A division of a watershed typically delineated based on the terrain within the watershed. The entire precipitation within a subbasin drains to a common point. |
Supplemental program | A supplemental program is a program or script that is not included with CWMS. The program or script is developed by the user and may be added to the program order so it will be |
Threshold color bar | The threshold color bar is a thick, segmented line shown in the CAVI display area that represents a linear histogram that compares current data against threshold values set for a |
Time series | A time series is an ordered sequence of values of a property or state at equally spaced time intervals.5 HEC-DSS and the CWMS database also support time series composed of |
Time series icon |
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Time window | A time window is the duration that will be simulated. A time window is defined by starting and ending dates and times. |
Transform method | The transform method is a model for calculating surface runoff |
U.S. Army Corps of Engineers (USACE) | USACE is a Federal agency that operates about 700 water control projects in the U.S. as part of its water control management mission. These projects include reservoirs, |
United States Geological Survey (USGS) | USGS is a Federal agency that collects hydrologic data with a network of gages and reports the data in real-time. |
Validation list | A validation list is a way to organize data in the CWMS |
Vertex point | A vertex point is a point with known coordinates on a stream element in the stream alignment. |
Visualization module | The Visualization module in the CAVI is the grouping of commands for data visualization. These are commands for displaying observed and forecast data to evaluate the |
Watershed | In CWMS, a watershed is a set of data, models, and images that represent watershed lands and the channels, gages, and water control features within the watershed. |
Watershed pane | The watershed pane in the CAVI refers to the set of Visualization, Acquisition, Modeling, and Setup module tabs (tabbed menus). Clicking a module tab opens that module in |
World Coordinate System (WCS) | To maintain a geographic reference (also called a geo- reference), CWMS uses a user-selected and customizable coordinate system, called the World Coordinate System. This superimposes a grid on layer features to establish x and y coordinates in WCS for each point on the layer. The x coordinate is referred to as "easting", and the y coordinate is referred to as "northing". Possible choices for the WCS include but are not limited to State Plane Coordinates and Universal |
Zone | A set of subbasins in the watershed. |
Definition Sources:
- California Department of Water Resources. (2012). Urban Levee Design Criteria. Accessed December 20, 2013. http://www.water.ca.gov/floodsafe/leveedesign/ULDC_May2012.pdf
- ESRI. ArcGIS® Help Version10.2. Accessed December 20, 2013. http://resources.arcgis.com/en/help/main/10.2/index.html#//003r0000000q000000
- ESRI Press. (2006). A to Z GIS. Redlands, CA.
- Federal Highway Administration. (1985). Hydraulic Design of Highway Culverts, Chapter 1, HDS 5 Introduction. Accessed December 18, 2013. http://www.fhwa.dot.gov/engineering/hydraulics/pubs/hds5si.pdf
- National Institute of Standards and Technology (NIST)/SEMATECH. e-Handbook of Statistical Methods, Section 6.4.1 Definitions, Applications and Techniques. Accessed December 16, 2013. http://www.itl.nist.gov/div898/handbook/pmc/section4/pmc41.htm
- National Oceanic and Atmospheric Administration. "NOAA and Inundation". Accessed December 18, 2013. http://inundation.noaa.gov/
- National Weather Service. NOAA's National Weather Service: Glossary. Accessed December 20, 2013. http://forecast.weather.gov/glossary.php?word=qpf
- Oracle. Java SE Documentation. Accessed December 20, 2013. http://docs.oracle.com/javase/6/docs/technotes/guides/jar/index.html
- U.S. Naval Observatory. "Universal Time". Accessed December 18, 2013. http://aa.usno.navy.mil/faq/docs/UT.php