1. 1 Modelling the World of Water MOUSE MIKE 21 MIKE BASIN MIKE SHE MIKE 11 MIKE 3 MIKE INFO LITPACK MIKE SWMM MIKE NET

2. 2 For engineering and water utilities companies who are looking for new software technologies to model hydraulic and water quality parameters of water distribution systems of any size, MIKE NET is the professional engineering software that match or surpass the equivalent modeling packages in features and performance, at a far more attractive price

3. 3 MIKE NET – An ideal tool for Hydraulic and water quality analysis of water supply and water distribution networks Water hammer analysis Fire flow analysis Pressure zone optimization Leakage reduction System and energy cost optimization Online analysis and Real-time control of water supply and water distribution networks Risk analysis and development of early warning monitoring systems

4. 4 MIKE NET – Features Steady state, extended period and water quality analysis Transient flow analysis Easy model development Full data exchange with GIS systems Import of DXF network File Unmatched graphical capabilities SCADA On-Line modeling Genetic model calibration Automated network demand allocation and processing Developed by industry leaders

5. 5 MIKE NET in the World Brisbane Auckland Bangkok Salem Columbia Buenos Aires Copenhagen Sevastopol Izmir Austin Toowoomba Ipswich Bialsko-Biala Miami Madison Thames Water Prague Oslo Seoul Moscow Hamilton Mata Columbus Kansas City Topeka Southfield Gothenborg Malmo Helsinborg Denver Arendal Nacka English German French Spanish Japanese Korean Czech Polish Russian Dallas Delhi

6. 6 MIKE NET Modeling Capabilities Modeling Capabilities Hydraulic Analysis (Fully pressurized flow) Steady state analysis Extended period analysis Node method, Loop method, Hybrid Method (Gradient Method) Slow transient flow Finite difference method Fast transient flow (water hammer analysis) Method of characteristics, Finite difference method

7. 7 Hydraulic and Water Quality Modeling 1-Dimensional unsteady flow equations Momentum equation: Continuity equation: Where: v-velocity, H-hydraulic grade line, f-friction term, m-flow hydraulic mean depth, A-pipe area, x,t-time and space coordinates Steady state problem

8. 8 Hydraulic and Water Quality Modeling Transient Flow Analysis The governing equations are solved by the fourth-order-accurate, space- compact implicit finite difference scheme (Verwey, Yu, 1993). The scheme was developed by adding two Preissmann type operators over two successive time levels and by subtracting all third-order derivative terms of the truncation error. This was achieved by converting all third order derivative terms to a form 3t/xt2, which can be defined in finite difference form on a part of the grid limited to two successive points in space and three points in time (Ingeduld, 1994).

9. 9 MIKE NET Modeling Capabilities Modeling Capabilities Water Quality Analysis Mixing in storage facilities (complete, 2-compartment, First-in- first-out, Last-in-first-out) Advective transport Bulk flow reactions (Simple first order decay, First order saturation growth, Two component second order decay, Michaelis-Menton decay kinetics, zero order decay) Pipe wall reactions Biological modeling Particle deposition detachment, Red water events, Coliform outbreaks, C.Parvum fate, Low- Pressure Intrusions Cannot be modeled Can be modeled

10. 10 Age ChlorineBacteria ChlorineRedoxCorrosionMicrobiology Turbidity (in case of particle iron) Flow Is modelled pHLong transport in pipe system (depending on pipe material also) Other parameters: Temperature, oxygen, conductivity Water Age – “Useful Concept” Is measured

11. 11 Overview of MIKE NET STEADY STATE ANALYSIS EXTENDED PERIOD ANALYSIS WATER QUALITY ANALYSIS SCADA – REAL TIME MODELLING FIRE FLOW ANALYSIS NETWORK OPTIMIZATION MIKE NET WATER HAMMER ANALYSIS AUTOMATED CALIBRATION

12. 12 Powerful SQL database Automated GIS linkage Handles very large networks Complete open database architecture General Capabilities of MIKE NET

13. 13 General Capabilities of MIKE NET Microsoft Windows CAD-like interface Easy-to-use graphical modeling environment Automated fire flow analysis Can operate with & without plan coordinates

14. 14 MIKE NET Database Architecture Uses robust Interbase SQL Server Engine Uses robust Interbase SQL Server Engine Maintain data integrity Complete ODBC interconnection Open-architecture database MIKE NET Database Architecture MIKE NET Database Architecture

15. 15 MIKE NET Schematization Network Schematization Nodes - Junction Nodes - Reservoirs - Storage Tanks - Air Chambers Links - Pipes - Pumps - Valves Operation Rules - IF-THEN IF-THEN-ELSE

16. 16 Network Schematization Node-Link: suitable for steady state and extended period simulations Node-Link-Grid points: suitable for unsteady flow simulations MIKE NET Schematization

17. 17 MIKE NET Schematization Network Schematization Operation Rules: - IF-THEN – ELSE control rules - DO WHILE, REPEAT, UNTIL programmable controls - PID controls (Proportional-Integral-Differential control) - SCADA system link (download and upload operation rules)

18. 18 Network Schematization Node structures: - Demands, multiple demands - Storage Tanks - Emitters - Air Chambers - Vented air-chambers - Air valves Link structures: - Pumps - Valves - pressure control valves, pressure sustaining valves, flow control valves, throttle control valves, pressure breaker valves, general purpose valves MIKE NET Schematization

19. 19 MIKE NET Schematization Network Schematization Operation Rules: - IF-THEN – ELSE control rules - DO WHILE, REPEAT, UNTIL programmable controls - PID controls (Proportional-Integral-Differential control) - SCADA system link (download and upload operation rules)

20. 20 MIKE NET Modeling Capabilities Steady state analysis Based on industry-standard EPANET water quality model. Meets and exceeds EPA Clean Water Act Standards. Uses rigorous Hybrid Method, the most powerful and efficient method of network analysis. Can be run interactively or in batch mode-automatically running several different scenarios on the same network.

21. 21 MIKE NET Modeling Capabilities Steady state analysis Use either Hazen Williams, Darcy Weisbach, or Manning equations to perform frictional loss computations. Sophisticated rule-based control of valves, pumps, and tanks. Supports any network configuration and multiple demand categories. Easily handles large models and complex systems.

22. 22 MIKE NET Modeling Capabilities Perform automated fire flow analysis Plot fire hydrant rating curves of residual pressure versus available flow Simulate either single or multiple simultaneous fire flows Allows rapid analysis of proposed water distribution system improvements to meet fire flow requirements Fire flow analysis

23. 23 MIKE NET – Data Preprocessing Data preprocessing based on the GIS (Geographical Information Systems) helps to speed up the model building Imports and exports ESRI Shapefiles MapInfo DXF ODBC

24. 24 MIKE NET - Modeling Boundary Conditions Water Levels in Tanks and Reservoirs Node Demands (Outflow) Node Inflow Pumping Stations (Setting, Status) Valves (Setting, Status) Control and Operation Rules

25. 25 MIKE NET - Modeling Pressure and Flow Distribution Pressure at each Junction node Water Level at Each Reservoir and Tank Flow at each Pipe

26. 26 MIKE NET – Modeling Node Demand Distribution Total Network Demand has to be Distributed to each Junction Node Method of Reduced Pipe Length Method of Two Coefficients Use of Customer Information Systems

27. 27 MIKE NET - Modeling Operation and Control Rules Settings and Status for each Pump (Pump Speed, Open/Closed) Settings and Status for each Valve (Pressure or Flow Settings, Opening, Open/Closed) IF-THEN, AND-OR Rule Based Controls

28. 28 MIKE NET - Modeling Tank Size Proper Tank Volume Size based on the Extended Period Results Design and Operation of Pumps Filling During Nighttime Direct Supply of Some Zones Separate Pressure Zones Fire Flow Requirements

29. 29 MIKE NET - GIS – CIS - SCADA Levels of Information GIS (Static information) SCADA (Dynamic information, system control) Strategic Model (System forecasting, strategic planning. Boundary conditions for detailed models) Detailed Model(s) (Detailed information, maintenance and operation) Detailed Model(s) Strategic Model SCADA Operation, control, … System understanding, planning, forecasting, IF-THEN scenarios… Detailed information, maintenance, … GIS Information

30. 30 GIS System MIKE NET - GIS and CIS Systems Modeling Services Water Distribution Modeling System GIS data cleanup and connectivity checking Automatic setting of elevation Look-up tables to set asset attributes (e.g. pipe diameter and roughness). Demand allocation. Incorporation of geo-referenced information to support the model ling process such as customer com plaints and pipe bursts

31. 31 MIKE NET - GIS and CIS Systems Modeling Services Water Distribution Modeling System GIS data cleanup and connectivity checking Automatic setting of elevation Look-up tables to set asset attributes (e.g. pipe diameter and roughness). Demand allocation

32. 32 MIKE NET ON-LINE SCADA Integration Real-time and on-line analysis helps you to understand the system behavior and optimize its operational costs Forecasting and Planning Suitable tool to train the system operators

33. 33 MIKE NET ON-LINE Modeling Services OFF-LINE Real-time control, forecasting, IF-THEN scenarios, planning ON-LINE On-line hydraulic, water quality, and economic analysis Automatic and periodical model update Automatic hydraulic, water quality, and energy costs analysis Automatic comparison of measured and modeled values Prediction of the system behavior within the next time period Analysis of any historical events

34. 34 SCADA Locations: measured data collection in the selected locations ONLINE OFFLINE Forecasting, Breakdown analysis, Detailed hydraulic, water quality, and economic modeling IF-THEN analyst Learning tool On-Line analysis Real-time comparison of the measured and calculated data Automatic data pre- processing for the forecasting Off-line module Pressure, and flow calculation at any point of the system ADO ODBC MIKE NET ON-LINE WTP

35. 35 MIKE NET ON-LINE Data Cycle Input data is read from the real-time SCADA database Analogue measured values of pressure, water level in storage tanks, and discharge. Analogue measured water quality parameters, such as the chlorine concentration. Analogue measured values of valve openings. Binary input values indicating the status of pumping stations, control valves etc Calculated demands, and calculated flow control valve settings are used to balance the input data and to overcome non-measured demands. Input data is checked for errors and the gaps are filled Input file for the analysis is modified based on the measured values

36. 36 MIKE NET ON-LINE Data Cycle (continued) Hydraulic (and optional water quality) analysis is performed The output data is stored in the SCADA historical database and displayed on the screen. It is possible to store any computed parameters, such as: Values of pressure, water level in the storage tanks, and discharge Travel time along predefined paths Water quality parameters, such as the chlorine concentration, turbidity, water age, source tracing, etc. Reservoir volume changes and residual volume Pump power costs and variable water production costs Display animations of calculated parameters, such as the propagation of water quality parameters, etc.

37. 37 MIKE NET ON-LINE Forecasting Module Prediction of the hydraulic, water quality, and economic parameters based on the pre-defined or forecasted behaviour of the system parameters. Demand forecasting Implementation of the control rules, allowing to reproduce the real-time system behaviour HTML based reporting System costs calculation including water sources, and pumping stations

38. 38 MIKE NET ON-LINE Regional Water Supply System OnLine analysis of hydraulic and water quality parameters Automatic alarming for when selected measured values deviate from respective predicted values Learning and contingency planning tool for operators Analysis of system failures (e.g. pump failure) and emergency conditions (e.g. four alarm) IF-THEN scenarios

39. 39 MIKE NET - Fast Transient Flow Analysis Pumping station protection against water hammer Pump start-up and trip-off Size up air-chambers Power failure events Water supply systems Cooling systems of industry pipe networks Detailed water distribution networks Can model:

40. 40 Manual, Literature, and Video Files Comprehensive Users Manual with more than 250 pages 15 lessons guiding you step-by- step through the software Video tutorials capturing MIKE NET program with voice Detailed database structure description Technical papers

41. 41 MIKE NET Demand Processing Demand allocation Incorporation of geo-referenced information to develop node demand from the customer information systems

42. 42 MIKE NET Demand Processing Demand distribution For large network systems, assigning demand data can be very tedious job. Since many times the total demand is known for a particular network pressure zone or for the entire network system, MIKE NET provides the capability to distribute this total demand among the applicable junction nodes MIKE NET computes the water demands for each node in the network system based upon the total network demand using two methods: the Method of Pipe Lengths and the Method of Two Coefficients. These methods are used to mimic the amount of actual demand along a pipe, based upon the pipe length or pre-defined demand coefficients

43. 43 MIKE NET Demand Processing Demand distribution Method of pipe length The Method of Pipe Lengths computes the total water demand assigned to the current pipe as: q pi = (Q -  o i ) l i k 1i /  (k 1i l i ) Method of two coefficients The Method of Two Coefficients computes the total water demand assigned to the current pipe as: q pi = (Q -  o i ) k 1i k 2i /  ( k 1i k 2i )

44. 44 MIKE NET ArcView ARC/INFO MAPINFO Smallworld GIS DATA MODELS EPANETWATERCADH2ONET GRAPHICS Raster Files AutoCAD Microstation DATABASE Oracle Informix others ASCIIInterBaseDBASEParadoxODBC Copy to Clipboard MIKE NET Database Architecture Data Import CYBERNETSTONERAQUIS WATSYS KYPIPE

45. 45 MIKE NET ArcView ARC/INFO MAPINFO Smallworld GIS DATA MODELS EPANET GRAPHICS Raster Files AutoCAD Microstation DATABASE Oracle Informix others ASCIIInterBaseDBASEParadoxODBC Copy to Clipboard MIKE NET Database Architecture Data Export Microsoft AVI

46. 46 MIKE NET Data Management Uses DAO and ODBC links to share data with any: ODBC databases Standard windows spreadsheets, such as Microsoft Excel, Quattro Pro, etc. Relational database, such as Oracle, MS SQL Server, Informix, Sybase, MS Access, etc. NET Relational Databases Spreadsheet Windows Clipboard MIKE ODBC open-architecture linking

47. 47 Other Capabilities of MIKE NET GIS Integration Share data between MIKE NET and GIS applications, such as: ESRI ARC/INFO ESRI ArcFM ESRI ArcView MapInfo GIS database Smallworld GIS FRAMME

48. 48 Other Capabilities of MIKE NET Perform automated or manually- assisted skeletonization of a water distribution network Allows quick development of a skeletal model for specific modeling conditions. Automatically accumulates network junction demands during the skeletonization Network skeletonization

49. 49 Other Capabilities of MIKE NET AVI animation support Create animations of horizontal plan plots or profile plots over extended period simulations

50. 50 Other Capabilities of MIKE NET AVI animation support Create animations of horizontal plan plots or profile plots over extended period simulations Graphical visualization of risk analysis results.