کتاب آموزش نرم افزار Bentley WaterGEMS

معرفی کتاب آموزش نرم افزار بنتلی واترجمز V8i نسخه سلکت سریز 5 (Bentley WaterGEMS V8i SELECTseries 5)

کتاب آموزش نرم افزار Bentley WaterGEMS

معرفی کتاب آموزش نرم افزار بنتلی واترجمز V8i نسخه سلکت سریز 5 (Bentley WaterGEMS V8i SELECTseries 5)

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<<چاپ دوم کتاب (با  تغییرات کلی در فصول نخست+اضافه شدن نمایه) منتشر گردید.>>



معرفی کتاب و نحوه‌ی تهیه:


چاپ دوم این کتاب (که راهنمای آموزش نرم‌افزار واترجمز است)  توسط محسن امیری تألیف و توسط انتشارات (نشر) دانشگاهی کیان به چاپ رسیده و به بازار عرضه شده‌ست. کتاب 960 صفحه دارد و حاوی یک دی‌وی‌دی (DVD) نیز هست که محتوای آن شامل اصل نرم‌افزار (نسخه‌ی SELECTseries 5) به همراه بیش از 1000 مگابایت فایل‌های کمکی و راهنماست که در متن کتاب از آن‌ها به عنوان مثال‌های راهنما استفاده شده‌ست.

جهت خرید اینترنتی کتاب میتوانید (با 10-30 درصد تخفیف) به این صفحه مراجعه نمایید. (شماره تماس ناشر: 66411715 و 66962672)

دومم



تقریبا تمامی ابزارها، المنت‌ها، عناصر و برنامه‌های موجود در این نسخه از نرم‌افزار در کتاب به صورت مفصل ـ و به شرح فهرست ـ توضیح داده شده‌ست (حجم 900 صفحه‌ای کتاب شاهد بر ادعاست).

فهرست و قسمتی از متن کتاب را می‌توانید از نشانی زیر دانلود نمایید:

 کتاب آموزش نرم‌افزار واترجمز  (WaterGEMS)

(حجم فایل 2MB است)




  • محسن امیری
  • ۰
  • ۰

خدمات پس از فروش:


1) این کتاب دارای خدمات پس از فروش نیز هست (که شامل: رفع اشکالات احتمالی در کتاب، ارسال الحاقیه‌ها و مثال‌های راهنما‌، راهنمایی در صورت وجود ابهام در هر یک از بخش‌ها، دریافت نظرات خوانندگان، دریافت اشتباهاتی که توسط خوانندگان کشف می‌شود و ...). برای دریافت این خدمات نشانی خود را به ایمیل زیر ارسال نمایید.

2) علاوه بر این، اشکالاتی که در زمان کار با شبکه با آن برخورد می‌کنید (چه برای خواننده کتاب و چه برای دیگران) را می‌توانید به نشانی زیر ارسال نمایید تا نویسنده حتی‌المقدور و در حد بضاعت خود راهنمایی نماید: 

Mohsen.amiri [at] gmail.com


علاوه بر فهرست فوق، قسمتی از قابلیت‌های نرم‌افزار که شرح آن در کتاب آمده‌ست، ذیلاً معرفی می‌گردد:

- معرفی انواع تلمبه: دور ثابت و دور متغیر.

- نحوه تعریف و انتخاب (طراحی) تلمبه (پمپ).

- معرفی عنصر SCADA.

- فشار منفی در شبکه.

- معرفی انواع شیرهای ساده و کنترلی:

شیر فشارشکن PRV، شیر تثبیت فشار PSV، شیر گلوب PBV، شیر تنظیم دبی FCV، شیر ضریب افت TCV، شیر دبی افت GPV، شیر VLA، شیر یکطرفه (خودکار) Check Valve، شیر تخلیه به اتمسفر Discharge to Atmosphere (D2A)، شیر هوا Air Valve، شیر اطمینان Surge Valve (شامل Surge Relief Valve (SRV) و Surge Anticipate Valve (SAV)) و شیر قطع و وصل Isolation Valve.  

- Repository Management.

- قابلیت Import/Export.

- معرفی سناریو و آلترناتیو (Scenario/Alternative).

- سناریو برای تحلیل کیفی آب (Water Quality Analysis) شامل:

سن (Age)، ردیابی (Trace)، مقدار ماده‌ی محلول (کلر) باقیمانده (Constituent)، تحلیل آتش‌نشانی (Fire Flow Analysis) و تحلیل تخلیه (Flushing).

- نحوه‌ی اعمال تغییرات در Calculation Options.

- محاسبه‌ی حجم آب موجود در لوله‌ها (Totalizing Flow Meter).

رسم منحنی مشخصه‌ی سیستم (شبکه) (System Head Curve و Combination Pump Curve).

- محاسبات انرژی (برق) مصرفی تلمبه‌ها (پمپها) بر حسب تعرفه توسط دو برنامه Energy Management و Scenario Energy Cost.

- برنامه‌های داروین دیزاینر (Darwin Designer)، داروین  کالیبراتور (Darwin Calibrator) و داروین اسکجولر (Darwin Scheduler) که بر اساس الگوریتم ژنتیک و نظریه‌ی تکامل تدریجی داروین عمل می‌کند.

- بررسی وضعیت شبکه در حالت بروز شرایط بحرانی.

- زون‌بندی و پهنه‌بندی (Zone) و زون‌بندی و پهنه‌بندی فشاری شبکه (Pressure Zone).

- برنامه‌ی تحلیل شکستگی و بروز اتفاقات برای لوله‌ها (Pipe Break).

- برنامه‌ی اصلاح و بازسازی لوله‌های شبکه (Pipe Renewal Planner).

- عملگرهای منطقی (شرطی) (Controls).

- دو برنامه‌ی جامع جهت برقراری ارتباط و دریافت داده‌های ارسالی توسط سامانه‌های راه دور، تله‌متری و اسکادا (SCADA) توسط دو برنامه‌ی SCADA Signals و SCADA Connect Simulator.

- ابزار هشدار آژیر و آلارم (Alarm/Alert).

- تعریف الگو (Pattern).

- تعریف برداشت دبی مصرف متناسب با فشار در گره PDD (Pressure Dependent Demand).

- تعریف دبی‌های مصرف نامتعارف (Unit Demands).

- محاسبه‌ی افت موضعی تأسیسات (Minor Loss Coefficient).

- Element Symbology، Network Navigator، Queries، Selection Set و Prototype، Named View و Aerial View.

- کار با جداول FlexTable

- کار با ModelBuilder، Trex، LoadBuilder و Thiessen Polygon.

- ساده‌سازی، استخوان‌بندی (شاکله‌بندی) شبکه (Skelebrator Skeletonization).

- Batch Pipe Split و Batch Morph.

 برگردان فارسی به انگلیسی.

 برگردان انگلیسی به انگلیسی.

  • محسن امیری
  • ۰
  • ۰

نمایه کتاب

فهرست نمایه کتاب 


2-Compartment

50-50 Split
A pattern is not allowed to have duplicate times
About WaterGEMS
Above Range Color
Above Range Energy Price
Above Range Size
Absolute Roughness → Relative Roughness
Absolute Roughness → Relative Roughness
Accuracy
Actions
Activate
Active Demand Adjustments

Active Topology
Active Topology Selection
Add Bend
Add Demand to Element
Add Demands
Add Existing Library
Add objects to destination if present in source
Add Operational Elements
Add Pipe Run Elements
Add Secondary Report
Add to current selection
Add to Graph
Add to Graph Manager
Add to Selection
Add to Selection Set
Adding to Baseline Demand
Additional Demand
Adjusted Roughness
Adjustment Group Type
Adjustments
Advanced Options
Aerial View
Affected Elements
Age
Air Flow Curve Libraries
Air Flow Curves
Air Valve
Alarms → Alerts
Alerts → Alarms
Alerts and Alarm
Alfred H. Thiessen
Algorithm
Align text with pipes
All Elements Without Iso Valves
All Elements Without Spots
All Elements Without Spots Iso Valves
All Nodes
Allow assignment to inactive pipes
Allow Isolation Valve replacement of the following valve types
Allow Morphing of Inactive Nodes?
Allow Off Setting?
Allow Removal of TCVs?
Allow splitting with inactive nodes and pipes
Alphabetical
Also process isolation valves that already have an associated pipe
Also update inactive elements
Alternative
Alternative Differences Only Report
Always Use
Analysis Type
Android
Angle
Animation Options
Annotation
Annual Expected Cost
Annual Interest Rate
Append
Append to an Existing Alternative
Apply Fire Flows By

Apply to Annotation
Apply to Decoration
Apply to Element
Applying Flushing Flow By
ArcMap
Are all demands met?
Area Full
Arguments
Ascending
Aspects
Assign Isolation Valves to Pipes
Associated Element
At least one duplicate pump decision defined in Scheduler optimization study. A pump can only belong to one pump station  on the ‘Pump Stations to Optimize’ tab or exist only once in the ‘Pumps to Optimize’ tab
At least one duplicate pump decision defined in Scheduler optimization study. A pump can only belong to one pump station  on the ‘Pump Stations to Optimize’ tab or exist only once in the ‘Pumps to Optimize’ tab
At least one event contains a pipe run that is not continuous
At least one flushing event element is not active during the flushing run
At least one run pipe is closed during the flushing run
At least one run pipe is not included in flushing pipe set
Attribute
Auto
Auto refresh
Auto Update Isolation Valve Data?
AutoCAD
AutoCAD Map
Automatic
Auto-refresh
Auxiliary Output
Auxiliary Output Selection Set
Auxiliary Results
Available Budget
Available Items
Average Shortfall
Background Layers
Balance
Ball
Bar Chart
Bar Chart Graph
Base Scenario
Baseline Scenario
Batch Morph
Batch Pipe Split
Batch Run
Bend
Benefit Type
Bentley Institute Training
Bentley Professional Services
Bentley SELECT Support
Bentley View
Bentley.com
BEP
BEP Efficiency
BEP Flow
Bernoulli’s Theorem
Best Efficiency Point
Bilinear
Billing ID
Billing Meter Layer
Billing Period
Block Rate
Blue → User Notifications
Boolean
Border
Boundaries
Boundary Condition
Boundary Element
Boundary Layer
Boundary Node
Boundary Nodes
Boundary Overrides
Boundary Pipes
Boundary polygon layer must only contain one polygon that contains all points of interest
Branch Collapsing
Break Rate
Browse
Browse Engineering Library
Buffering Percentage
Bulk Reaction Order
Bulk Reaction Rate
Bulk Reaction Rate (Local)
Butterfly
CAD
Calculate Range
Calculated Minimum Zone Pressure

Calculation Complete
Calculation Flags
Calculation Messages
Calculation Options
Calculation Processor
Calculation Summary
Calculation Time
Calculation Type
Calibration
Calibration Criteria
Calibration optimization completed successfully
Calibration run completed successfully
Cannot Deliver Flow or Head?
Capacity
Capita
Capital Cost
Capital cost calculation complete
Carbon dioxide Emission Factor
Carbon Emission
Categorized
Cavitation → NPSH
Change Data Storage Unit
Changed?
Chart Options
Check for SELECT Updates
Check Valve
Child Scenario
Children
Choose features to process
Choose features to process
Choose nodes to process
Circle
Circular
Circular Gate
Citect
Clear Highlight
Clear Selection
Clip Dataset to Model
Clock Time
Close
Close All
Closed
Closed Control Valves
Closed System

Coefficient Type
Collapse All
Collapse Children
Color and Size
Color By Index
Color By Range
Color Coding
Color element annotations
Color Wheel
Combination Pump Curve
Combination Pump Curve
Command
Compact Database
Compact database after
Comparison time
Completely Mixed
Completing the LoadBuild Process
Composite
Composite Action
Compute Scenario
Concentration → Constituent
Concentration Limit
Condition Element
Condition Type
Conditions
Connect to Library
Connection
Consensus Repository
Consider Pressure Benefit?
Consider Valves?
Constant
Constant Efficiency
Constant Power
Constituent
Constituent Libraries
Constituent Source Nodes
Constraint Type
Constraints
Construction Line
Consumption
Contents
Continuity Equation
Continuous
Contour Browser
Contour Definition
Contours → Profiles
Contraction
Control Node
Control Node on Suction Side?
Control Overrides
Control Sets
Control Time
Control Wizard
Controlled Elements
Controlled Pipes
Controlled Pumps
Controlled Valves
Controlled?
Controlling Elements
Controls
Conventional
Conventional Events
Coordinate
Cost
Cost of Break
Cost per Unit Volume
Cost/Properties
Count
Count Unit
Create a selection-set with elements added
Create a selection-set with elements modified
Create from Query
Create from Selection
Create Library
Create Model Now?
Create new selection
Create nodes if none found at pipe endpoint
Create or Add to a Selection Set
Create Profile
Create Prototype
Create referenced element automatically?
Create Repository
Create Selection Set
Criterion
Critical
Criticality
Cross
Crossing Pipes
Crossover
Cross-Section Curve
Cumulative Pipe Length Met Target
Currency
Custom
Custom Extended
Customer Meter
Customize External Tools
Cut and Splice
Cut Probability
D2A
Daily Cost
Daily Factors
Darcy-Weisbach
Darwin Calibrator → Darwin Designer, → Darwin Scheduler
Darwin Designer → Darwin Calibrator, → Darwin Scheduler
Darwin Scheduler → Darwin Calibrator, → Darwin Designer
Data Source Type
Data Storage Unit
Data Table
Data Type
Database Source
Database Utilities
Date/Time
Deactivate
Dead End Junctions
Dead End Nodes
Decision Type
Default Color
Default drawing style for new projects
Default Margins
Default unit System for New Project
Define BEP Max Flow?
Define Custom Colors
Defragment
Demand Adjusted Population
Demand Adjustment
Demand Adjustment Group
Demand Adjustments

Demand Alternative
Demand Charge
Demand Charge Period
Demand Collection
Demand Control Center
Demand Groups
Demand Multiplier
Demand Multiplier Increment
Demand Pattern

Demand Pressure
Density
Descending
Description
Design Event
Design optimization completed successfully
Design Point (1 Point)
Design Study
Design Time
Detect Leakage Demand
Diameter
Difference
Diffusivity
Digit
Directed node has an invalid downstream link
Discharge Coefficient → Emitter Coefficient
Discharge Coefficient Setting
Discharge to Atmosphere Valve
Display
Display Calculation Flags?
Display inactive topology
Display Precision
Display Status Messages?
Display Style
Display Time Step Convergence Info?
Distance from End Point
Divide
Do Not Use
Dominant Pipe
Don’t Move Load
Downstream Pipe
Drawing Exchange Format
Drawing mode
Drawing Style
Duplicate Labels
Duplicate Pipes
Duration
DXF
DXF Properties
Dynamic
Edit Text
Efficiency
Efficiency Curve

EGL → HGL
Elapsed Time
Element Identifier format
Element Label
Element Symbology
Element Tables
Element Type
Element with SCADA Data
Elements With Time Series Data
Elevation (Base)
Elevation (Initial)
Elevation (Maximum)
Elevation (Minimum)
Emitter Coefficient → Discharge Coefficient
Emitter Coefficient Increment
Emitter Exponent
Enabled?
Energy Equation → Bernolli’s Theorem
Energy Management
Energy per Unit Volume
Energy Pricing → Energy Management
Energy Stored
Energy Usage
Energy Usage Daily
Energy Usage Daily Cost
Energy Use Cost
engine
Engineering Libraries
Entrance
EPANET
EPS
EPS Snapshot

Equally Distributed
Error
Establish connectivity using spatial data
Evaluate as “Simple” Control
Execute
Exit
Expand All
Expand Children
Expansion
Export
Export Active Topology Alternative?
Export Demands?
Export Design to Scenario
Export Graph Data
Export Graph Image
Export Physical Alternative?
Export Pressure Zones
Export Results

Export Roughnesses?
Export Scenario?
Export Statuses?
Export to DXF
Export to Esri Shapefile
Export to Library
Export to Native Format
Export to Scenario
Extended Period Simulation
External Customer Meter Data
External Tools
Factor
Failed
Failed Fire Flow Constraints
Failed Nodes
Failure History → Pipe Break
Fast Messy Genetic Algorithm
Favorites
FCV
Feasibility check failed
Fick
Field Data
Field Data Set
Field Data Snapshot
Field Description
Field Name
Field Order Index
FIFO
Filter
Filter By Field Type
Filter Selection

FILTERED
Find Adjacent Links
Find Adjacent Nodes
Find Connected
Find Disconnected
Find Element
Find Initially Isolated Elements
Find Shortest Path
Fire Flow
Fire Flow (Available)

Fire Flow (Needed)

Fire Flow (Total Upper Limit)

Fire Flow (Upper Limit)

Fire Flow Auxiliary Results Type

Fire Flow Node Table

Fire Flow Nodes
Fire Flow Results Browser
Fire Flows Nodes

First Order
Fit to Page
Fitness
Fitness Function
Fitness Tolerance
Fixed Flow
Fixed Head
Fixed Point
Fixed Speed
FlexTable
Flow (Absolute)
Flow (Design)
Flow (Maximum Extended)
Flow (Maximum Operating)
Flow (Total Available)

Flow (Total Needed)

Flow Balance Tool
Flow Constraints
Flow Control Valve
Flow Direction
Flow Paced Booster
Flow per Fitness Point
Flow Weight Type
Flowing Demand
Flowing Emitter Coefficient
Fluid Volume
Fluid Volume of Segment
Flushing
Flushing Event
Flushing event needs at least one valid (active) flowing node
Flushing Flows
Flushing Manager
Flushing Results Browser
Flushing Type
Footer
Foreground
FoxPro
Free Form
Friction Method
Full Range
Function Type
GA
General Purpose Valve
Genetic Algorithm
Genetic Algorithm Parameters
Geometry
GIS
GIS-IDs
Global
Global Edit
Global Function
Globe
Go To
Go to end
Go to start
GPRS
GPV
GPV Curve
Graph
Graphs Series Options
Green → User Notifications
Greenhouse Gases
GSM
HAMMER → Transient
Has Calculation Messages Now?
Has Check Valve?
Has Separate Inlet?
Has Threshold Pressure?
Has User Defined Length?
Hazen-Williams
Hazen-Williams Equation
Head (Design)
Head (Maximum Operating)
Head (Shutoff)
Head Curve
Head per Fitness Point
Header
Headloss → Major Loss, Minor Loss
Headloss Coefficient
Headloss Coefficient Setting
Headloss Gradient → HGL
Height Multiplier
Hide Sparklines
Hierarchy
Highlight
Highlight Color
Highlight Profile
Historical
HMI
Host
Hourly
How would you like to establish pipe connectivity when not explicitly specified?
How would you like to import incoming data?
Human Machine Interface
Hydrant
Hydrant Flow Curve
Hydrant/Junction

Hydraulic
Hydraulic Balance
Hydraulic Grade → HGL
Hydraulic Grade (Discharge)
Hydraulic Grade (Suction)
Hydraulic Grade Pattern
Hydraulic Grade Setting
Hydraulic Only
Hydraulic Risk
Hydraulic Time Step
Hydropneumatic Tank
Hyperlinks
If an imported object refers to another object that does not yet exist in the model, should ModelBuilder
IF Condition
Ignore Blanks?
Ignore Minor Losses
Ignore Shortfall on Short Stubs
Image Filter
Image Properties
i-model
Import
Import Connection
Import Field Data from SCADA
Import from Library
Inactive Control Valves
Inactive Elements
Include In Carbon Emissions Calculation?

Include in Energy Calculation?
Include in Optimization?
Include Lateral Loss
Include nodes with pressure less than?
Include Peak Demand Charge

Include pipes with velocity greater than?
Increment
Incremental Pipe Length Met Target
Index
Index Increment
Indirect Energy Cost
Inertia
Information
Initial Directory
Initial Multiplier
Initial Offset
Initial Setting
Initial Settings Import
Initialize
Initialize Demands for All Elements
Initialize table from Selection Set
Initially Closed Control Valves
Initially Closed Pipes
Initially Inactive Control Valves
Initially Off Pumps
Inlet Pipe
Inlet Valve Throttles?
Inline Isolation Valve Replacement
Input
Insert
Insert Legend
Installation Year
Interest Rate → Present Worth
Interpolation
Invalid Context
Invalid Data
Invalid Signal
Invert
Invert Selection
iOS
Is Active?
Is Balanced?
Is Closed?
Is Constituent Source?
Is distance measured from start point of referenced link?
Is EPS Snapshot?

Is Fire Flow Run Balanced?

Is Initially Closed?
Is offset to the left of referenced link?
Is operable?
Is Partial Zone Pipe?
Is Partial?
Is Roughness Correlated?
Is True?
Is User Defined?
Is Variable Speed Drive?
Is Variable Speed Pump?
Isolate
Isolation Elements
Isolation Nodes
Isolation Valve
John Henry Holland
Junction W/Minimum Pressure (Zone)

Junction\All Elements
K Each
K Total
Key/Field
Key/Label Field
Kinematic Viscosity → Viscosity
Kutters
Label Height Multiplier
Lag Pump Count
Landscape
Lateral Diameter
Lateral Length
Lateral Minor Loss Coefficient
Layer by Size?
Layout
Length (User Defined)
Length unit for the Shapefile assumed to be the same as the one used by the model
Level
Level (Final Simulated)
Level (High Alarm)
Level (Initial)
Level (Inlet Invert)
Level (Maximum allowed)
Level (Maximum Simulated)
Level (Maximum)
Level (Minimum Allowed)
Level (Minimum Final Required)
Level (Minimum Final)
Level (Minimum Simulated)
Level (Minimum)
Level (Simulated)
Level Inlet Valve Fully Closes
Level Inlet Valve Starts To Close
Library
LIFO
Line Width Multiplier
Linear
Line-series Graph
Link count
Link Layers
Liquid Kinematic Viscosity
Liquid Label
Liquid Specific Gravity
Live
Load Distribution Strategy
Load factory default settings to current view
Load from Model
Load global settings to current view
Load Type Field
LoadBuilder
Located at Wye?
Logical Controls
Loop Animation
Loop Retaining Sensitivity
Lump Sum
Major Loss → Minor Loss
Make Current
Manning
Manning Equation
Manual design run completed successfully
Manual Run
Manual Selection
MAPPOLYLINETOPOLYGON
Margin Units
Margins
Marks Visible
Mass Booster
Material
Material Libraries
MaterialLibrary.xml
Max. Extended
Max.Operating
Maximize Benefit
Maximum allowable demand shortfall
Maximum Emitter Coefficient
Maximum Minor Loss
Maximum Number of Trimming Levels
Maximum Pressure
Maximum Trials
Maximum Value
Maximum Velocity
Merge Alternative
Merge Nodes in close-proximity
Message ID
MicroStation
Minimize Cost
Minimize Difference Absolute Values
Minimize Difference Squares
Minimize Energy Cost
Minimize Energy Use
Minimize Maximum Difference
Minimum Demand Multiplier
Minimum Emitter Coefficient
Minimum Pressure
Minimum Pressure Node
Minimum Pressure To Supply Demand
Minimum Stub Length
Minimum Value
Minimum Velocity
Minor Loss → Major Loss
Minor Loss Coefficient
Minor Loss Libraries
Minor Loss Strategy
Model
Model Element
Model Features
Modelbuilder
ModelBuilder Wizard
Modeling
Modify Diameter
Modify Roughness
Monthly Factors
Motor
Motor Efficiency
Mouse
Move Load
Multi Objective Trade-off
Multi Species Analysis Setup Libraries
Multiple Efficiency Points
Multiple Original Demand
Multiple Point
Multiple values per raw
Multiplier
Multiply
Multiply Original Demand
Must at least one active constraint
Must have at least one junction that considers pressure benefits
Must have at least two active design or rehabilitation pipe groups
Mutation
Named Views
Nearest Node
Needle
Negative Pressure
Net Inflow
Net Volume
Network Calibration
Network Navigator → Queries
Network Review
Network Trace
New Calibration Study
New Conventional Events
New Designer Study
New from Seed
New Manual Cost Estimate Run
New Manual Design Run
New Manual Run
New Optimized Design Run
New Optimized Run
New Scheduler Study
New Unidirectional Events
No budget is specified for either maximum benefit or tradeoff design
No Loop
Node count
Node is not connected to
Node Label
Node Layer
Node Pressure Less Than

Node Reversal
Node to Keep
Nodes In Close Proximity
Nodes of Interest
Nodes to update
Nodes with Hyperlinks
Nodes with Non-Zero Initial Constituent Concentration
Nominal Hydrant Flow

Non-Circular
Non-Improvement Generations
Non-Pumping Energy
Notes
NPSH → Cavitation
Number of Breaks
Number of Check Valves
Number of Control Times
Number of Control Valves
Number of Intervals
Number of Lag Pumps
Number of Leakage Nodes
Number of Pumps
Number of Running Lag Pumps
Number of Years
Numeric Formatter
Object Data
Object type
Objective Elements
Objective Type
Observed Data
Observed Target
ODBC
Off HGL
Off Operator
OLEDB
On HGL
On Operator
One-point Crossover
Only show a subset of messages when synchronizing
OPC
OPC Server → Citect
OPC Tag
OPC UA
Open
Open Flushing Result Browser
Open on Selection
Open Platform Communication
Operation
Operation Range Type
Operational → Controls
Operational Elements
Operator
Operator Report
Optimized Run
Orange → User Notifications
Orientation
Orifice between Pipes
Original Estimates
Original Roughness
Orphan (Local)
Orphaned Customer Meter
Orphaned Isolation Valves
Orphaned nodes
Orphaned SCADA Elements
Other Costs
Outage Segment
Outage Set Length
Output Property
Output Scenario
Output Selection Set
Overall Cost
Overall Energy Used
Overall Unit Energy Cost
Override an Existing Alternative
Override Defaults
Override Scenario Demand Alternative
Override Scenario Demand Alternative?
Page Setup
Pan
Parallel Pipe Merging
Parent Alternative
Passed
Path to Nearest Downstream Element of Specified Type
Path to Nearest Element of Specified Type
Path to Nearest Upstream Element of Specified Type
Pattern
Pattern (Constituent)
Pattern (Relative Speeds)
Pattern Based
Pattern Format
Pause/Stop
PBV
PDD
Peak Demand
Peak Demand Charge → Energy Management
Peak Demand Cost
Peak Demand Daily Cost

Peak Power
Peak Power Cost
Penalty Factors
Percent Full
Percentage of Reference Demand
Percentage of Reference Pressure
Periodic Head-Flow
Pie Charts
Piecewise Linear
Pipe Break
Pipe Break Groups
Pipe could not be created due to missing topology
Pipe Length Met Target
Pipe length must be greater than zero
Pipe references an undefined node

Pipe Renewal Planner
Pipe Run
Pipe Set
Pipe Slope
Pipe Split Candidates
Pipe Velocity Greater Than

Pipe W/Maximum Velocity

Pipe With Check Valve
Pipes Missing Nodes
Pipes with Hyperlinks
Pipes with Local Reaction Rate Coefficients
Play
Play backward
Plot scale factor 1 cm
Point load data
Polygon → Polyline
Polygon boundary layer
Polygon Layers
Polyline → Polygon
Polyline Vertices
Population
Population Equivalent
Population Unit
Portrait
Post Calculation Processor → UDX
Power Function
Power Function Exponent
Power Meter
Power Usage
Prefix
Present Worth → interest Rate
Preserve Network Integrity?
Pressure (Calculated Residual Lower Limit)

Pressure (Calculated System Lower Limit)

Pressure (Maximum)
Pressure (Maximum, Default)
Pressure (Minimum)
Pressure (Minimum, Default)
Pressure (Residual Lower Limit)

Pressure (System Lower Limit)

Pressure (Zone Lower Limit)

Pressure Benefit
Pressure Breaker Valve
Pressure Constraints
Pressure Dependent Demand
Pressure Dependent Demand Function Library
Pressure Dependent Demand Selection Set

Pressure Drop
Pressure Head
Pressure Loss
Pressure Loss Gradient
Pressure Pipe Inventory
Pressure Reducing Valve
Pressure Setting
Pressure Sustaining Valve
Pressure Threshold
Pressure Zone
Previous
Primary Report View Buffer
Primary View
Print
Print Preview

Priority
Profile Setup
Profiles → Contours
Progress
Project Inventory
Projected Breaks
Projection Period
Prompt before adding objects
Prompt before creating referenced objects
Prompt before updating objects
Property
Property Grid Customizations
Proportion
Proportional to Dominant Criteria
Proportional to Existing Load
Protected Elements
Prototypes
PRV
PSV
Publish i-model
Publish i-model
Publish Map Mobile i-model
Pump → Darwin Scheduler
Pump cannot deliver flow or head
Pump Cost

Pump Curve
Pump Decisions
Pump Definition
Pump Definition Type
Pump Definitions Libraries
Pump Efficiency

Pump Efficiency Type
Pump Energy Used

Pump Exceeds Operating Range?
Pump Head
Pump Label
Pump Objective
Pump Speed Setting
Pump Starts
Pump Starts (Maximum)
Pump Station
Pump Station Decisions
Pump Stations to Optimize
Pump Usage
Pumps Cannot Deliver Flow or Head
Pumps Operating Out Of Range
Pumps to Optimize
PWXDCX
Q=A.V
Q=KPn
Quantity
Queries → Network Navigator
Query
Query Builder
Query Parameters
Questionable
Quick Start Lessons
Ramp
Raster → Vector
Rating Curve
Raw Score
Read-only background
Read-only foreground
Real
Real-time
Recent Files
Reconnect
Rectangle
Red → User Notifications
Redo
Reduced Pressure Backflow Preventer (RPBP)
Reference Pressure
Referenced By
Referenced Pipe
Refresh
Refresh Unique Values
Rehabilitation Groups
Relative Closure
Relative Roughness → Absolute Roughness
Relative Speed Factor
Remove All Bends
Remove All Following
Remove All Previous
Remove Bend
Remove Element
Remove from current selection
Remove from Selection
Remove from Selection Set
Remove objects from destination if missing from source
Remove Orphaned Junctios?
Replacing Baseline Demand
Report
Report All Time Steps
Report Current Time Step
Report in XML
Report Options
Report Population Equivalent?
Report Views
Reporting Time Step
Repository
Repository Management
Representative Element
Representative Pump
Representative Scenario
Reservoir
Reset
Reset Defaults
Reset to Standard Steady State Results

Reset Workspace
Reset Zoom Limits
Resolution
Result Property
Results (Enhanced)
Results (Fire Flow)
Results (Flushing All Events)
Results (Misc.)
Results (Pipe Break)
Results (Pressure Dependent Demand)
Results (Statistics)
Results (Transient)
Results (Water Quality)
Results Preview
Results Summary
Results Table
Results table
Revcloud
Reverse
Reynolds number → Viscosity
Root path
Rotate
Rotational Frequency
Roughness → Relative Roughness, → Absolute Roughness
Roughness Adjustment Group
Roughness Adjustments
Roughness Correlation Factor
Roughness Groups
Round Length to Nearest
Run Hydraulic Engine
Run Statistics
Rupture Disk
Satisfies Constraints
Satisfies Flushing Target Shear Stress?
Satisfies Flushing Target Velocity?
SAV
Save
Save All
Save As
Save current view settings to global settings
Save to Seed
SCADA → Telemetry
SCADA Calculation Type
SCADA Element
SCADA Log
SCADA Signals
SCADAConnect Simulator
Scale
Scatter Plot Graph
Scenario and/or alternative data has been successfully created
Scenario Comparison
Scenario Energy Cost
Scenario Summary
Scenarios Manager
Scenarios/Alternatives
Schematic
Score
Search
Section
Seed
Segment
Segment Length
Segments
Select a Data Source type
Select Adjacent Links
Select All
Select Associated Modeling Attribute
Select Attributes
Select by Attribute
Select by Element
Select By Polygon
Select Elevation Field

Select in Drawing
Select Manually
Select objects to export
Select Point Layer
Select polygons by edge
Select within Current Selection
Selection handle size in pixels
Selection line width multiplier
Selection Set
SELECTseries
Self-Cleaning Pipes
Sensitivity
Series Pipe Merging
Set Emitter Coefficient
Set Water Quality Time Step?

Set Zoom In Limit
Set Zoom Out Limit
Setpoint Booster
Setting Type
Severity
Shapefile Properties
Share
Shear Stress
Shift-Down
Shift-Up
Shortfall
Show Attached Link Decorations
Show Flow Arrows
Show input Fields
Show Preview
Show recently used files
Show Results Fields
Show Sparklines
Show status pane
Show Welcome Pane on startup
Shutoff
SI → US Customary
Signal
Signal Quality
Simple
Simple Action
Simple Genetic Algorithm
Simulated Results
Simulated Velocity
Simulation Start Date
Size
Skelebrator
Skelebrator Skeletonizer
Skeletonization
Skip Pipe If Minor Loss Greater Than
Slope
Smart Pipe Removal
Smooth Contours
Solutions to Keep
Sort
Sort Ascending
Sort Descending
Sparkline
Spatial Information
Spatial Reference
Specific Gravity → Specific Weight
Specific Weight → Specific Gravity
Specify additional objects
Specify custom results for path?
Specify element create/remove/update options
Specify Field Mapping for each table
Specify key field used during object mapping
Specify Local Bulk Rate?
Specify Local Fire Flow Constraints

Specify Local Flows?
Specify Local Minor Loss?
Specify Local Minor Loss?
Specify Spatial and Connectivity Options
Specify the Coordinate Unit of you data source
Speed
Splice Probability
Spot Elevation
Spring Constant
SQL
SRV
Standard (3 Point)
Standard Extended
Start Data Time
Start Energy Price
Start Node
Start Time
Starting Multiplier
Static
Statistic Type
Statistics Table
Status Element
Status Elements
Status Messages
Status Messages
Steady State
Step backward
Stepwise
Stepwise
Sticky tool palette
Stop Node
Stopping Criteria
Storage
Storage Cost
Submodel
Subset
Subtract
Suffix
Summary
Supervisory Control and Data Acquisition
Surge Anticipator Valve
Surge Relief Valve
Surge Tank
Surge Valve
SV
Swamee-jane Equation
Symbol Size Multiplier
Synchronization Option
Synchronize from Library
Synchronize to Library
System Demand
System Demand (met)
System Demand Full
System Demand Shortfall
System Demand Shortfall
System Demand Volume
System Head Curve
System Supplied Volume
Table type
Tables-Predefined
Tabular Report
Tag
Tank Fills From Top?
Tank Mixing Model
Tank T high alarm level is violated
Tanks with Local Bulk Reaction Rate Coefficient
Target Shear Stress
Target Velocity
Tariff
Tariff Type
TCV
Tee
Telemetry → SCADA
Temperature
Template
Terrain Extractor Tool
Test Criterion
Text Editor
Text Height Multiplier
The calibration engine was unsuccessful. See the help system for troubleshooting tips
The file selected is not of the expected shape type
There are no elements selected. Please select at least one element before using this tool
Thiessen Polygon
Threshold Pressure
Throttle Control Valve
Time  to Drain
Time Analysis Type
Time Browser
Time Change
Time From Start
Time of day
Time of Peak Energy Cost
Time of Use
Time Series Field Data
Time Stamp
Time step count
Time to Fill
Time to Fully Open or Close
Time to load
Time to run
Time to Start Operating
Time Tolerance
Time-Stamp
Tolerance
Toolbars
Torque
Total Carbon Emission
Total Cost
Total Load
Total Volume
Totalizing Flow Meter

Totalizing Flow Meter Details

Totalizing Flow Meter Summary

Trace
Trace Downstream
Trace Source Element
Trace Upstream
Transient → HAMMER
Transparency
Travel Time
Treat Air Valve as Junction?
Trex
Trial
Trilinear
Triple Buffering
Turbine
Tweak roughness
Two-point Crossover
UA → OPC
UDX → Post Calculation Processor
Unable to match at least one scenario derived pipe diameter to the specified cost table
Unbalanced Network
Undefined design option group (pipe cost table)
Undo
Unidirectional
Unidirectional Events
Unified Architecture
Uniform Crossover
Unique Values
Unit Carbon Emissions

Unit Cost
Unit Demand
Unit Demand Libraries
Units and Formatting
Unlimited Concentration?
Update
Update existing objects in destination if present in source
Update Named View
Update Repository
US Customary → SI
Usage Cost
Usage Field
Use 3D Length?
Use accelerated redraw
Use Compression
Use Diameter from Representative Scenario
Use Existing Alternative
Use High Alarm? → Alarms
Use In Pressure Trace
Use Level (initial) for Level (Minimum Final Required)?
Use Local Pressure Dependent Demand
Use Low Alarm?
Use Minimum System Pressure Constraint?

Use Pressure Dependent Demand?
Use Scenario for Alternatives?
Use simple controls during steady state?
Use Single Header Column
Use Velocity Constraint?

Use When Active
Use When Closed
Use When Closed or Active
Use when closed/Check valve
Use Worse Maximum Shortfall
User Data Extensions
User Defined
User Notification
User-Defined Ratio
Utilization
Validate
Validate on OK
Value
Valve Characteristics
Valve Characteristics Curve
Valve Characteristics Library
Valve Coefficient Type
Valve Relative Closure
Valve Setting
Valve Type
Valve With Area Linear Change
Valves Cannot Deliver Flow or Head
Variable
Variable Speed
Variable Speed Pump Batteries
Vector → Raster
Velocity
Velocity (Maximum)
Velocity (Maximum, Default)
Velocity (Upper Limit)

View Profile
Violation
Viscosity
Viscosity → Reynolds number
VLA
Volume (Beginning)
Volume (End)
Volume Change
Volume Full
Volume Pumped
Volume Stored
Volume Unit Price
Voronoi Diagram
VSP
VSP Type
Wall Reaction Order
Wall Reaction Rate
Water Power
Water Quality → Water Quality Batch Run
Water Quality Batch Run → Water Quality
WaterGEMS Help
WaterGEMS/HAMMER Database

Weight
Welcome Dialog
Window Color
Wire Power
Wire to Water Efficiency
Wire-to-Water Efficiency Curve

Would you like to build a model now?
Wye
X Offset
X-Y Units

Y Dimension
Y Offset
Y Unit
Z Units
Zero Order
Zone Scope
Zoom Center
Zoom Dependent Visibility
Zoom Extents
Zoom extents on open
Zoom In
Zoom In Limit
Zoom Next
Zoom Out
Zoom Out Limit
Zoom Previous
Zoom Realtime
Zoom To
Zoom to Segment
Zoom to Selection
Zoom Window




  • محسن امیری