Tutorial on urban stormwater modeling using MIKE URBAN. Done using a small catchment in Telangana state. Mike is developed by DHI. Modeling is done using MIKE SWMM. MIKE Urban is integrated with MIKE SWMM and MIKE MOUSE.

1. URBAN WATER
MANAGEMENT
SUBMITTED TO
PROF. DR. E VENKATARATNAM

2. STORMWATER RUNOFF
MODELLING USING
MIKE SWMM (MIKE URBAN)
SUBMITTED BY
K.SUTEJA
N.NAGADATT SHARMA
P.VEERANJANEYULU

3. LOCATION & MAP
Location of our region is nearby arts and science college, KAZIPET region of district
Warangal, Telangana, India.
Central Co ordinates of the area are @17.9901001,79.5446062, 292m, SI Units
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4. MIKE SWMM (MIKE URBAN)
MIKE URBAN is the urban water modelling software of choice when
important parameters for model selection are stability, workflow,
openness, flexibility, GIS integration and physical soundness.
MIKE URBAN covers all water networks in the city, including water
distribution systems, storm water drainage systems, and sewer
collection in separate and combined systems.
MIKE URBAN IS USED FOR
 Master planning of collection systems
 Wet weather management planning to reduce overflows
 Hydraulic rehabilitation planning
 Capacity management and operational maintenance
 Rainfall dependent inflow and infiltration
 Modelling of sediment transport and water quality parameters
 Emergency response planning for urban flooding
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5. BENEFITS OF MIKE
MIKE URBAN is the modelling software package for
all urban water modelling activities. You can
maximize your productivity and fully leverage your
investment in GIS and water modelling software
tools.
All GIS licenses and components required are
embedded in the MIKE URBAN license.
MIKE URBAN is available in many languages and we
provide local support in more than 30 countries.
Regardless of which engine you choose or which
model you build, all your data is stored in one
database.
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6. IMPORT OF DATA: IMPORTING ARCVIEW SHAPEFILES
USING IMPORT/EXPORT WIZARD
To import ArcView GIS wastewater network
data into MIKE URBAN, start by creating a new
project or opening an existing project. We will
create a new project by selecting File | New
and defining the project name and the units
Next, select File | Import and Export. This will
display the Import dialog, Press ‘Next’ to
continue.
USINGTHE ADVANCED MODE
Using advanced format we can create new
imports instead going with the conventional
import of data.
The user defined import dialog settings are also
used to select which attribute fields contained
within the ArcView shapefile correspond to the
equivalent MIKE URBAN database fields.
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7. IMPORT OF DATA: IMPORTING ARCVIEW SHAPEFILES
USING IMPORT/EXPORT WIZARD
Choose to import from ESRI Shape and select
the directory where the shape files are located.
The transfer mode allows you to either import
the shapefiles as a new project, append it to
the existing model data, or update the existing
model data from the shapefiles. Select Import
and replace existing data.
USINGTHE ADVANCED MODE
We can use the following assignment to use
the original GIS data in MIKE URBAN, note that
the keyword “shape” is used to import the GIS
geometry while the other assignments are
used to import the field values. here, we will be
storing the original GIS ID (OBJID) in both MUID
and ASSETID fields of MIKE URBAN, so that the
ASSETID will maintain the link to the original
GIS ID even if the pipe will be split in MIKE
URBAN. shape = shape MUID = OBJID ASSET =
OBJID DESCRIPTION = TEXT DIAMETER =
DIAMETER MATERIAL = MATERIAL L = LENGTH
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8. ADDING OF MAP IN MIKE
GEO-REFERENCING THE MAP
IMPORTING MAP IN MIKE
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9. ADDING OF NODES AND LINKS
START EDITING & CREATE NEW FEATURE
SELECT FEATURE
ADDING NODES AND LINKS
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To add links you have double click on the nodes.
For a single click it creates a new node.

10. ADDING OF CATCHMENTS AND OTHER DATA
ADDING OF CATCHMENTS & OUTFALLS
ADDING RAIN GAUGE ACCESSING DATA
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We can draw catchments of any shape
and size. There is no restriction.

11. ADDING DATATO SHAPE FILES
ADDING DATATO NODES AND LINKS
ADDING RAIN GAUGE DATA
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Levels and slopes can directly be obtained from georeferenced
map. If not manually enter or paste in column.

12. CONDT..
ADDING DATATO RAIN GUAGE
ADDING CATCHMENT DATA
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13. CONDT..
CATCHMENT DATA
ADDING INFILTRATION DATA
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14. ADDING POLLUTANT AND LAND USE
POLLUTANT
LAND USE
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15. ADDING SIMULATION DETAILS AND RUNNING
ADDING SIMULATION DETAILS
NETWORK SUMMARY & SIMULATION
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16. SIMULATION
RUNOFF SIMULATION IN “CMS”
LONGITUDINAL PROFILE OF LINKS
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17. RUNOFF HYDROGRAPH &POLLUTOGRAPH
RUNOFF HYDROGRAPH
POLLUTOGRAPH
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18. CATCHMENT SUMMARY
Subcatchment
Total inflitration
(mm)
Peak runoff (cms) Runoff coeff
Total precipitation
(mm)
Catchment_1 4.50 0.03 0.606 14.13
Catchment_10 4.56 0.04 0.607 14.13
Catchment_12 4.40 0.05 0.614 14.13
Catchment_13 4.50 0.03 0.608 14.13
Catchment_14 4.16 0.01 0.616 14.13
Catchment_15 4.54 0.06 0.620 14.13
Catchment_16 4.55 0.01 0.614 14.13
Catchment_17 4.64 0.02 0.640 14.13
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19. TEAM
K.SUTEJA
Roll no 191613
M.Tech 1st year
Water resources engineering
N. NAGADATT SHARMA
Roll no 191616
M.Tech 1st year
Water resources engineering
P.VEERANJENUYULU
Roll no 191621
M.Tech 1st year
Water resources engineering
MIKE URBAN
Powered by DHI systems
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20. THANKYOU!
K.SUTEJA 191613
N.NAGADATT SHARMA 191616
P.VEERANJANEYULU 191621
A PRESENTATION BY

21. Instructions and Feedback
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