eSWIS User Manual - Proposed Project Summary
Contents
1. Computed SLOPE S PERIMETER RADIUS 9 00 AM 0 31 0 31 30 094 Observed 81 95 0 0002 0 367 0 024 Boat with Cable ws 9 00 AM 31 474 Observed 85 69 0 0002 0 367 0 025 Boat with Cable bay 9 00 AM 41 071 Observed 103 665 0 0002 171 171 0 396 0 026 Boat with Cable ri 9 00 AM 44 926 Observed 113 035 0 0002 179 179 0 397 0 026 Boat with Cable i ume 999 999 999 999 Observed 767 94 0 0002 287 287 Observed 858 0 0002 294 294 Observed 1 031 0 0002 304 304 Observed 827 01 0 0002 291 291 Observed 845 85 0 0002 294 294 Observed 1 133 925 0 0002 312 5 312 5 Computed ME 999 999 999 793 07 0 0002 290 290 629 37 0 0002 292 292 888 5 0 0002 295 295 1 513 5 0 0002 330 330 9 30 AM 7 45 7 45 3 216 394 Observed 2 180 66 0 0002 372 372 0 031 Boat with Cable 9 30 AM 8 05 8 05 3 629 027 Observed 2 415 35 0 000167 397 397 0 029 Boat with Cable vw Moa ae ee ee eee 0 34 0 43 0 49 0 34 0 43 0 49 0 523 0 606 0 631 8 00 AM 2 1 2 1 295 7 Boat with Cablewaiy Boat with Cableway Boat with Cableway Boat with Cable wyj Boat with Cable wai Boat with Cable 9 15 AM 9 15 AM 9 15 AM 9 15 AM To 9 30 AM 9 45 AM 647 237 774 115 988 823 724 78 740 933 1 134 669 3 56 3 56 05 07 09 457 457 date 9 15 AM 1 4 13 4 13 971 4 9 15 AM 9 15 AM 1 Boat with Cable 1 9 15 AM 1 1 1 1 Boat with Cable Boat with Cable Boat with Cable 3 415 3 415 3 56 3 56 3 78 3 78 S71 5 71 675 862 725 553 798 4822. E Bangladesh morning report E Bangladesh evening report Executive Engineer HD Chennai v E Select all Generate User name Chanchal Chakraborty Working on CWC Hydrometeorological Online database jrOUps Flood Data Entry This is the entry form for entering data for flood stations There is a provision to enter data division wise Flood data entry TE E w Code HHS Agency CWC v Description WL by Staff Gauge MSL Regional Office There is r data for Circle Office Day 20 08 4014 da ipe HHS from Divisional s Quick links Show Audition info Expand entry form m r m m m m r m m v m V 1 11 653 11 653 11 653 11 653 11 653 11 653 11 655 11 53 11 653 11 653 11 535 11 53 1 Sn be br br br b 2s fps 3223223 ee E m eh p keh op PP ee 457 64 457 64 457 64 457 64 457 64 profes 64 457 64 457 64 457 64 457 64 457 64 Bab 58 ee 5a fpo6 5e pos 58 pos 58 po6 58 a6 58 a6 58 pes se pas 58 STATION 004 ugdhyd gany 594 m N Palkhed Li N i in K on Q9 Oo No in 005 ugdhyd e v A M Y 003 ugdhyd i 11 653 11 11 653 11 53 11 Nasik RETR F 008 ugdhyd Lasur 009 UGDHYD W oaz Jaikwadi Dam fa nH Ni w Co H A II By Go to Data Validation Reports User name Chanchal Chakraborty A Working on CWC Hydrometeorological Online database r i User group amp groups e Data Validation Primary Validation of data is carried out
3. Jul 2014 10 00 23 Jul 2014 Danger level N D 212014 1005 22u20 08 00 50 ij EE L J E LOO piama O Doa L201 o _ p 27 ia Warning Level z 0 0 ene 0 0 Current water level 518 8 E t Username Chanchal Chakraborty 0 i aN ae Reports To generate various types of reports on flood data Flood Forecast reports Year 2015 A v E Basin wise flood forecasting information E Flood Situation Summary E Maximum level and forecast performance Num bulletin E State wise flood forecasting information E Unprecendented Flood Situation E Stage above warning and danger level Num bulletin E Performance of flood forecasting stations Division wise E High Flood Situation W Stage in High and Unprecedented flood situation Num bulletin E Performance of flood forecasting stations Basin wise E Moderate Flood Situation W Rainfall above 50 mm at all stations in the period Num bulletin E Performance of flood forecasting stations State wise E Low Flood Situation E Unprecedented flood situation E Reservoirs Barrages level and inflow forecasts From Date To Date E High flood situation Date E Low and moderate flood situation E Select all Generate E Select all Generate Selec Generate E Water level and Forecast E Red Bulletin E Orange Bulletin Rainfall for all stations Num bulletin Num bulletin E Statewise Water level and Forecast Date dd mm yyyy E Select all Generate Generate Generate
4. mae oae or manuracrure savener saveDaT USED D Administrator 09 Jan 2014 esim 1357 Cup Type Saturday 30 April 2005 Administrator 16 Feb 2014 2028A CUP TYPE Tuesday 1 June 2004 Administrator 16 Feb 2014 404 SEM cup type Monday 10 July 2000 Administrator 16 Feb 2014 410 IIT Chennai Tuesday 18 July 2006 Administrator 15 Feb 2014 427 L LYNX Friday 18 December 1998 Administrator 15 Feb 2014 669 Engr Tuesday 10 July 2007 Administrator 15 Feb 2014 707 A WPI Sunday 1 September 2002 Administrator 16 Feb 2014 UKEW Friday 13 June 2003 Administrator 15 Feb 2014 UKEW Sunday 1 January 2006 Administrator 15 Feb 2014 lynx Administrator 15 Feb 2014 AMW Monday 8 November 1999 Administrator 15 Feb 2014 president Administrator 15 Feb 2014 Cup type Semitron Tuesday 27 June 2000 Administrator 16 Feb 2014 CUP SEMITRON Monday 1 October 2001 Administrator 16 Feb 2014 CUP TYPE CPM Thursday 1 January 2004 Administrator 16 Feb 2014 min vE Ad 4c Cah Wa o O 0O Actions on selected gt ag Modify Delete Ea a Username Chanchal Chakraborty H A on CWC Hvyvdrmmatenrmnliarnmir a m Working on CWC Hydrometeorological Or User group 8 groups Reduced Level of Zero of the Gauge At the stream gauging stations water level is always measured with respect to the zero of the gauge The zero of the gauge is established as per the requirement and flow conditions prevailing at individual stations Thus zero of the gauges for different stations ar
5. sec Outflow through Canal and losses Inflow Numeric m3 sec Outflow through river Inflow m3 sec WL by AWLR MSL WL by DWLR MSL WL by Staff Gauge MSL WL by Telemetry Max WL by gauge 1 MSL Max WL by gauge 2 MSL Administrator Jes s Lunar Antonio Zapata Garcia Antonio Zapata Garcia Ana de Gracia Ana de Gracia Ana de Gracia Ana de Gracia Ana de Gracia Ana de Gracia 26 Feb 2014 12 Nov 2013 07 Feb 2014 07 Feb 2014 26 Sep 2013 26 Sep 2013 26 Sep 2013 26 Sep 2013 26 Sep 2013 26 Sep 2013 lnninninnnani i o 1 250226 Actions on al a Group datatypes bli they need to be Mod E o S uno used together such as Min amp Max lt measures for instance Username Chanchal Chakraborty I i Workingon CWC Hydrometeorological Online database User group 8 groups e Static Semistatic Characteristics Attributes associated with the observational stations or equipment which do not change with time are considered as static type of data Some of these attributes change but very infrequently and are thus taken to be of semi static nature o Station Management Many important attributes to each observational station can be assigned for defining its location in terms of geographical administrative or drainage units and for indicating various offices which have control on its operations Locational attributes are important for the purpose of finding inter st
6. simultaneously while data is entered in respective data entry forms Few more data validation options are available to ensure consistency of data entered by making comparison of related data that are observed and entered independently o Book Register validation options This Module allows user to enter Meta data of a station that can be approved or modify for dissemination purpose o Data Validation Reports To validation data by various reports o Graph Comparison To validation data using graphs o Data Availability To query of availability of data e Utilities o Import Tool The purpose of this module is to Import the Hydro Meteorological data from SWDES Access data file from excel format and from IMD text format o Export Tool The purpose of this module is to Export the Hydro Meteorological data in IMD format MIKE 11 format Excel and Water year book format o Unit Conversion A handy tool to convert units o Compare Reduced Level of Zero Gauge The purpose of this module is to compare Reduced Level of Zero Gauge of different stations e Reservoir Diversion Scheme Module o Reservoir Diversion Scheme Data The purpose of this module is to enter data for Reservoir o Elevation Area Capacity Data The purpose of this module is to enter data for Elevation area and Capacity A plot of Elevation Area and Capacity can be generated here e HMD Manager o Data Synchronization The purpose of this module is to Synchron
7. the field and in the laboratory are entered into the database o Reports To generate various reports on Water Quality o Graphs To generate various graphs on Water Quality o Analysis Quality Control In this form all the important information about the analysis quality control can be filled o Options This form allows for changing some of the options in the data entry system Snow Module Snow data can be entered using one or more given bellow modules e Surface Water Information System Data Entry Snow module P Socuty7 Cocemis OEA E Geographic biercmrchy Of Adminmbulve hierarchy E impat Oo aaah sae i 4 SF OF 34 INDIA a 2 w 36 f E KN Snowfall data Snow Stake data Snow Water Equivalent T K ps Combined snowfall Snow Survey Snow Survey Summary a Aan Meteorological data Username Chanchal Chakraborty O O O O O O o FI O Snowfall Data Snow Stake Data Snow Water Equivalent Combined Snowfall Snow Survey Snow Survey Summery Meteorological Data ood Forecast Module D Central Water Commission 4 HOME SITEMAP CONTACT US Search 0 S 4 Flood Forecast HOME Flood Forecast Tools J i Navigation We Table of contents Legend UNPRECEDENTED_FLOW O O HIGH_FLOW O MODERATE_FLOW O O LOW_FLOW O STATIONS Tools wz 7 Logged as Admin Map Overview _ sookm _foordinates 88 973617 28 372447
8. 1 816 952 Observed Observed Observed Observed 0 032 0 032 0 033 9 15 AM 0 032 To a 07 07 09 PEL A User name Chanchal Chakraborty i Workingon CWC Hydrometeorological Online database User group 8 groups e Sediment Module O Suspended Sediment Summary Suspended sediment observations form the part of sediment data and is normally associated with the amount of flow at any section The observations are normally taken along with stage discharge observations However they may also be taken with only stage measurement and later computing the corresponding discharges by using rating curves The form used for making entries for summary suspended sediment data and reports for the same can be generated here Suspended Sediment Measurement eee eee i Year Month Day Observation Number compart TS 1 i TS 6 ston Xo O ee ee ee ee ee ee d ee ee P Enable edition VOLUME OF WEIGHT DISH No SAMPLIN COMPOSI DISCHAR RUNOFF i COARSE WEIGHT WEIGHT DISH DRY EMPTY DISH SEDIMENT MEDIUM MEDIUM g WEIGHT WEIGHT DISH DRY EMPTY DISH SEDIMENT SEDIMENT COARSE COARSE g COARSE g WEIGHT SEDIMENT MEDIUM g CONCENTRA COARSE glit LOAD COARSE tonnes day COMP GROUP No No DISH No MEDIUM GROUP RD 240 252 47 254 48 228 216 AN 204 144 197 180 1RR A O g Working on User name Chanchal Chakraborty CWC Hydrometeorological Online database a User group 8 g
9. 218 358 As inform Current Logged user AKI aRU Y User name Chanchai Ci Q Working on CWC Hydrometeorological Online database p l User group 3 groups Flow Measurement The velocity observations normally results in a huge amount of data for each discharge observation For the purpose of reference many other details such as mode of crossing type of equipment used condition of water and weather etc are also recorded After each stage discharge observation the observer compiles the field notes in proper forms and then computes discharge and other characteristics of flow and reports for the same can be generated here Flow measurement General Method of Velocity Observation Current Meter Sounding Weight used None Condition of Water Avg Atmospheric Temp C Avg River Water Temp C Silty water Weather Condition Wind Direction wrt Current Strength of Wind y cloudy None Slight p Remarks Velocity of Wind kms hr Gauge Information se beme A bs rae Working on CWC Hydrometeorological Online database User name Chanchal Chakraborty User group 8 groups Summery Stage Discharge The entry of primary stage discharge is done mainly to re compute and check the discharge computations carried out by the observer to graphically observe the velocity and discharge profiles in the cross section For further use only a summary information is needed out of this detailed inf
10. Coordinate system WGS84 lon lat Disconect m Central Water Commission CWC Flood Forecast ContactUs Help AboutUs Level Forecast Data The purpose of this module is to forecast any level forecast station after approved the data this data will be shown in flood forecasting web site Level Forecast data MERY 010 UBDDIB v Brahmaputra Period o meme Select a station by field E 6 Dibrugarh Local River Basin Team 2014 a Brahmaputra or clicking on the map Executive Engineer Upper Expand the map using Division Brahmaputra Division UBD the button below Dibrugarh Sub division itd en Sub Division I Enable Disable period filter gt METETE oo ES DATE VALIDITY OF FORECAST HHS WL by Staff Gauge MSL VARIATION OF FORECAST FROM ACTUAL TIME VALIDITY OF FORECAST ISSUED TIME a SELECTION FORECAST NO ISSUED DATE LEVEL m TREND REMARKS ACTUAL LEVEL SAVEL Data type a 81 29 Jul 2014 18 05 30 Jul 2014 104 85 Falling WL by Staff Gauge MSL 3 80 29 Juk2014 06 05 29 Jul 2014 Steady Time Unit Divider B 79 28 Jul 2014 18 05 29 Jul 2014 104 98 Rising 4 ie Loa 78 28 Jul 2014 06 10 28 Jul 2014 104 89 Rising D 77 27 Jul 2014 18 05 28 Jul 2014 04 Steady 3 76 27 Jul 2014 06 10 27 Jul 2014 104 81 Steady ime SCS i 75 26 Jul 2014 18 10 27 Jul 2014 104 84 Falli
11. aporation Data and reports for the same can be generated here Hyd rological Module Observations on water level stage discharge measurements and sediment concentration are the main raw hydrological data required to be entered o Water Level This is the data entry module for Water Level data and reports for the same can be generated here Hydrological data entry 001 MAHGAND Chakaliya N SE There is available data for Year A Anas oann ee at tion 001 MAHGAND Month T bi from to Executive Engineer Mahi Divison Gandhinagar Mahi Sub Division Kadana Water level Edition Tools Quick links MM save discara amp Delete Fa Monthly report Fa Periodic report Show Audition info Series code Expand entry form HHS WL by Staff Gauge MSL DATE 42 00am 41 00am 2 00am 3 00am 4 00am 9 00am 10 00am 11 00am 12 00pm HHT WL by Telemetry Ca ea Ee A Eo Pe ee Ey a a Sr Sl ei 218 218 14 218 14 2 218 14 5 2 Multiselection ii Data type i WL by Staff Gauge MSL Time Unit Divider 4 sgecveos es LM 218 14 TEF L D4 4 8 14 6 14 Oo 417 6 13 I 218 14 218 14 218 13 21 6 13 Meters i HHS Data limits 2 ZEREN A Maximum 218 13 Upper Warning Level 1 218 13 Lower Warning Level 218 13 218 13 1813 Y Minimum 7 218 13 218 13 A Rate of raise 218 13 1813 Rate of fall Reduced level As entered
12. atabase is the same in all three and just data will change among them L Observed data Data recently entered that not have been approved Q Validated data Data which have been approved Q Disseminated data Data exposed publicly through Web based data catalogue L Web server Container for all web sites and web applications known as front end applications L Application server Container for all business logic of applications It contains different libraries which group common functionalities inside The different front end applications can access to them for performing actions sent by users L Map server Server used to publish all map services and provide some spatial functionality L Web services The way of exposing Data interface operations outside will be through Web services that allows to future third party applications external applications to query and to manage data from Hydro Meteorological database In order to keep security of accessing this web services will not be exposed on the internet just they will be accessed from intranet QI Flood forecast web application Application for publishing reports of forecasts and analyses weekly data evolution where users are also able to send bulk SMS and emails for quickly informing L Secondary validation After Primary validation user can validate the data using secondary validation tools Brief Descriptions of Modules and Sub modules of eSWIS Main objective of this project is to t
13. ation distances and difference in altitudes for the purpose of data processing These characteristics are also very important for the purpose of retrieval of data pertaining to particular range of these attribute s Station Management Edit station g 3 i a S 8 lt Major Basin Sub Tributary Altitude m g 5 3 Longitude minute independend River Sub Sub Tributary Dits to Outlet km amp D aE E 3 Longitude seconds Tashil Taluk Ey 3 lt m 2 s lt lt Ref Toposheet No TE P S Hi Choose File No _ sence Catchment Area sqkm CWC Hydrometeorological Online database Username Chanchal Chakraborty User group 8 groups Series Management The bulk of hydrological and hydro meteorological data is time series data At every station a number of variables are observed and sometimes at varying time intervals Thus the time series data is required to be organised in different series at every station for each combination of the required variables and time intervals of observation These series are attributed with certain key characteristics which are useful for identification and providing necessary information about the series and in validation of the elements of the series Any time series can be recognised by its series identification code The identification code comprises of three parts station code data
14. borty Chanchal Chakraborty Training Users Chanchal Chakraborty Kiran Kumar Reddy Administrator Administrator Administrator Francisco Jim nez Administrator Chanchal Chakraborty 23 Dec 2013 12 00 00 a 29 Nov 2013 12 00 00 fam 12 Sep 2014 12 00 00 fim 01 Sep 2014 12 00 00 fim 07 Feb 2014 12 00 00 fim 07 Feb 2014 12 00 00 07 Feb 2014 12 00 00 17 Jan 2014 12 00 00 07 Feb 2014 12 00 00 27 Aug 2014 12 00 00 Username Chanchal Chakraborty 1 i O p Workingon CWC Hydrometeorological Online database User group 8 groups o Data types A number of variables are observed with the help of hydrological and meteorological network at several locations It is also very important to note certain key characteristics of these variables Characteristics like description unit and type of measurement of the variables are also maintained This Module is to Create Delete Modify those variables Data types management ww Code Description Type of parameter Group Para a Report 8 BG VALUE MEASUREMENT PARAMETER PREDE L SELECTION DESCRIPTION UNITS MANUAL SAVED BY SAVED AT TYPE TYPE TYPE VALUES Instantaneous Average Instantaneous Average Instantaneous Average Instantaneous Average Instantaneous Average Instantaneous Average Instantaneous Average Instantaneous Average Instantaneous Average Instantaneous Average Observed Discharge by ADCP Numeric Inflow Numeric m3
15. e obviously at unequal elevation with respect to a common datum For making any comparison of water level at two or more gauging stations it is necessary to bring all the water level observations at all the gauging stations to a common datum Also with the passage of time gauges may be displaced or destroyed or they may be changed in elevation as the result of erosion of beds In order that the records of stage may assuredly refer to the same datum throughout the period of record the datum of each gauge must be referred to and occasionally checked with at least one and preferably two or more bench marks that are entirely detached from the gauge its support or shelter and that are not liable to destruction or change in elevation Reduced Level of Zero of the Gauge Edit Reduced Level of gauge zero Station Code Start Date End Date RL of Gauge Zero Datum of Elevation Reference Bench Mark NO R L w r t M S L Secondary Bench Mark NO R L w r t M S L Distance Reason for re survey Name of Surveyor Designation of Surveyor Name of Inspecting Officer Designation of Inspecting Officer Current Logged user A Username Chanchal Chakraborty i Workingon CWC Hydrometeorological Online database User group 8 groups o X Section Data Cross section data comprise of the pairs of distance and elevation of several points on the cross sectional profile of the river gauging section The distances are taken with respect to an origin
16. eSWIS software During the HP I project the Central Water Commission Ministry of Water Resources developed dedicated Surface Water Software for the data entry primary and secondary data validation data processing data storage in the Surface Water domain and dissemination of water related data in general using proprietary software The application software was developed in a stand alone environment and in the client server environment integrating GIS database and various systems software to provide client applications and a limited web service The eSWIS is focused on using open source software replacing the underlying database system used for central storage of hydro meteorological data replacing the existing system for validation and data processing moving data entry from stand alone systems to a web environment and providing the web services required for data dissemination and the support of the Flood Warning functions currently hosted by the WISDOM web site The new system e SWIS web and GIS based Surface Water Information System implemented in participating Agencies in Hydrology Project Il and potentially in all States and UTs of India The Central Water Commission and other Implementing Agencies operate an extensive network of hydrometric and hydro meteorological measurement stations from which data are collected on climate river flows and water quality A suite of software packages Surface Water Data Entry System SWDES Hydrol
17. inistrative boundaries have been defined These are a State b District and c Tehsil Taluka The classification and identification of these boundaries has to be done by the competent administrative authorities and the same is to be followed O o Administrative Hierarchy This Module is to Create Delete Modify Agencies Office Division and Sub Division Administrative Division management v State Code State Name F Add Ea Report L seLecnon eo mero cooe tc SDr saver d 01 02 03 04 16 Q 12037 OO Actions on selected 0 p Working on Andhra Pradesh Arunachal Pradesh Assam Bihar Goa Gujarat Haryana Himachal Pradesh Jammu amp Kashmir Karnataka Kerala Madhya Pradesh Maharashtra Manipur Meghalaya Mizoram Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes No No No unancnai Chakraborty Training Users Training Users Training Users Training Users Training Users Training Users Training Users Training Users Training Users Training Users Training Users Training Users Training Users Training Users Training Users User name C User group 8 g 12 Sep 2014 E 05 Aug 2014 05 Aug 2014 05 Aug 2014 03 Sep 2014 27 Aug 2014 05 Aug 2014 05 Aug 2014 05 Aug 2014 07 Feb 2014 07 Feb 2014 08 Jul 2014 08 Jul 2014 07 Feb 2014 07 Feb 2014 07 Feb 2014 Geographical Hierarchy This module has been developed to identify the drai
18. ized data from one work area to another It is mainly used to Synchronization from offline to online database o Data Audition Data Audition shows all operations over data made by the entire user with full description o Data Dissemination The purpose of this module is to Published the approved data in the web site e External Links Some Important links which could be useful for the users Central Water Commission CWC Flood Forecasts Water Resource Information Ministry of Water Resources O O O The Hydrology Project O Indian Meteorological Department e Secondary Validation Module 1 2 10 11 12 13 14 15 16 17 Tests on timing errors Facility to display several stations side by side to detect timing errors Inspection of temporal variation a Graphical display of multiple station data in single graph i e flow rainfall b Graphical display of residual series residual mass curves Inspection of longitudinal spatial variation a Tabular and graphical display of data along a profile b Graphical display of variables on a map Test of relations a Scatter plots between variables b Time series relations by regression including time shifts regression of multiple variables including flow discharge Double mass analysis Comparison of time series to aggregated or averaged groupings of other series Hydrological validation Volume and time distribution comparisons between observed runoff a
19. lity parameters Some of these water quality parameters can be measured at site the so called field parameters The other parameters are analysed in a laboratory Laboratories of different levels are distinguished under HP Level laboratories are small laboratories located at or near the sampling location These were originally established for determination of sediment load only but now can also be used for determination of the water quality field parameters Higher level laboratories levels II and II are usually located in major cities and provide analytical capacity to a larger region covering more sampling locations Water Quality Module BA Ya atA Ma System Data Emiry Water Quality module I sey cone sgmenee eens ee ee i Laboratory irformator Parameter formator Anabes Quality Control o Laboratory Information In this data entry section a laboratory can enter and edit all the relevant information necessary to describe the laboratory An agency may enter information on multiple laboratories coming under its jurisdiction This form also registers the number of parameters the laboratory can analyse along with the method of analysis Parameter Information In this form all the important information about the water quality parameters and the analytical methods available for each parameter are shown o Sample Data Entry In the data entry section water quality analytical results as measured in
20. n Auditing and Dissemination data Application for special users who will in charge of this kind of special operations over data L Web based data catalogue Web site where disseminated data can be consulted for everyone This website is available for all people without login It allows querying and searching all alphanumeric and geographical information available L Independent facility for the order processing of data requests Web application join to web based data catalogue where the user can order some data L Map viewer Web application which is able to locate geo referenced data over a map L Data interface library The only way to perform operations over data will be through this library All other libraries or applications will need to call methods from this library to carry out operations over data LJ Validation library A library which contains all operations related to functionality of performing second validation over data Q Synchronization library A library which contains all operation related to functionality of performing data synchronization L Audition library A library which contains all operation related to functionality of performing audition of data Q Dissemination library A library which contains all operation related to functionality for data dissemination L Hydro meteorological database The data will be separated into 3 schemas depending on the kind of data which they will contain That is the structure of the d
21. nage boundaries so that observation stations can be associated with them and vice versa Geographic hierarchy management oa Basin Code Basin Name F Add Fe Report 011 012 QO 125042 OO Actions on selected p Working on CWC Hydrometeorological Online database Chanchal Chakraborty Training Users UBD CWC Dibrugarh UBD CWC Dibrugarh UBD CWC Dibrugarh UBD CWC Dibrugarh Administrator Training Users Administrator UBD CWC Dibrugarh Administrator Administrator Chanchal User name C User group 8 g a 12 Sep 2014 02 Sep 2014 08 Jul 2014 08 Jul 2014 08 Jul 2014 08 Jul 2014 07 Feb 2014 02 Sep 2014 07 Feb 2014 08 Jul 2014 07 Feb 2014 07 Feb 2014 Regional Offices Circle Administrative hierarchy management Agency Name Pada Ey Report Hydrologic al data held by CWC CWC Hydrologycal data Hydrologic al data held by CWC GWD Andhra Pradesh Hydrological data held by CWC Himachal Pradesh Hydrological data held by CWC I amp CAD Andhra Pradesh Hydrological data held by CWC I amp CAD Deptt AP Hydrological data held by CWC ID Karnataka Hydrological data held by CWC ID Kerala Hydrological data held by CWC ID Kerela Hydrological data held by CWC ID Maharashtra Hydrologic al data held by CWC N amp WRD Gujarat Hydrological data held by CWC O 12022 Q Actions on selected ag Delete Ja Administrator Administrator Chanchal Chakra
22. nd basin rainfall Data correction Linear Interpolation of missing values Use of regression relations Constant correction across a range of values Drift correction across a range of values e Time shifting data Fitting rating equations a Simple equations b Complex equations including backwater corrections shifts due to scour and deposition unsteady flow c Calculations for standard weirs and flumes Extrapolation of rating equations Logarithmic extrapolation stage area stage velocity Chezy amp Manning equations Validation of rating equations Test new data against existing ratings Hydraulic computations Calculation of backwater effects by observations of levels and cross sections at downstream points Stage Discharge Computations Calculate discharge from stage by calculated ratings Establishment of sediment rating equation Calculation of sediment ratings in a similar manner to discharge Aggregation and disaggregation Transformation of data by aggregation or disaggregation to different time intervals Creation of derived series Minima maxima peak over threshold Computation of areal rainfall Basin rainfall by station weights theissen polygons kriging Evapotranspiration Calculation of PE from meteorological observations 20 0
23. ng Last date of HEL 03 09 98 a 74 26 Jul 2014 06 10 26 Jul 2014 104 85 Danger level 405 7 _ 73 _25 Juh2014 18 10 26 Juh2014 Warning Level 104 7 a es ee suoma nga 6 tu an D 0 125090 OO Current water level 104 9 J Username Chanchal Chakraborty O Inflow Forecast Data The purpose of this module is to forecast any Inflow forecast station after approved the data this data will be shown in flood forecasting web site Inflow Forecast data Code 001 LKDHYD Name Almatti Dam i Period 1 Station LocalRiver Year 201d anm Tidit Krishna Almatti Dam station by field Krishna ibe AN Executive Engineer LKD Expand the map using Division Hyderabad the button below Lower Tungabhadra Sub Division Kurnool Sub division I Enable Disable period filter F TE FIN Inflow nad doete Peat z ISSUED TIME VARIATION OF FORECAST FROM ACTUAL TIME VALIDITY OF FORECAST DATE VALIDITY OF FORECAST O SELECTION FORECAST NO ISSUED DATE INFLOW m3 sec REMARKS ACTUAL INFLOW SAVEL Data type D 29 Jul 2014 10 00 30 Jul 2014 Inflow a 28 Jul 2014 10 00 29 Jul 2014 Time Unit Divider D 27 Jul 2014 10 00 28 Jul 2014 3 1 bd 26 Jul 2014 10 00 27 Jul 2014 m3 sec isa 25 Jub2014 10 00 26 Jul 2014 o 24 Jul 2014 10 00 25 Jul 2014 aae D 23 Jul 2014 10 00 24 Jul 2014 Last date of HFL A a 22
24. ogical Modeling Software HYMOS and Water Information System Data Online Management WISDOM collectively the Hydrological Information System HIS are used for entry storage analysis and dissemination of this data The online system architecture is represented by the following figure Hydro Meteorological Databas Hydro Meteorological Databgse Hydro Meteorological Database Observed data Validated data Disseminated data ie a es h v Interface Validation Synch Audit Dissemination poe Library Library Library Library External applications Application Server HMD Data Catalog 9 Manager Web Site for data e a R Tom dissemination UI NSO A AN Tena P D GeoServer Y FI ie Fa gt Opensource Library ma ooc D Lu Forecast Y am lt i A hs SMS Server Browser Figure 1 Online system architecture The online system architecture diagram consists of the following components L eSWDES A Web application which users will use for data entry and for performing secondary data validation It is the main application for data entry and data in charge users from different offices agencies etc When data have been saved they pass a primary validation automatically A secondary data validation will require a manual process after data have been entered L Hydro meteorological database manager A Web application for performing high level operations on entered data such as Synchronizatio
25. on the gauging section and elevation is reported with respect to the mean sea level as the datum The date of survey is always associated with the cross sectional data X Section data oe eg Fada amp vette FY eat F AddMultipie cel Multiple cross section plot LI SELECTION sno REDUCED DIST m uGe Plt 166 2 v 16287 a 209 _ 16075 164 2 e 15974 162 a a 158 86 a a 157 31 g 16 2 O o 156 19 S ise co 2 999 ms 156 z Co 152 095 a a C 150 92 154 z O 150 785 152 2 O 151 385 h a Co 151 805 z T __ 15229 148 B a 152 675 0 50 100 150 200 250 300 350 as E 153 08 Reduced Distance s 99S 153 375 CGL 010215025 z Z 152 645 bal 999 152 855 a 153 325 A No water level 2 299 153825 aoe 39 154 03 z 209 1546 z O o _ 154 485 gi 999 eee ener DGL Line Graph Rase Value Username Chanchal Chakraborty User group 8 groups o Salient Features of the Reservoir Diversion Schemes The purpose of this module is to store silent feature of reservoirs o Meteorological Module There are a few hydro meteorological data that are useful and available from the observational network Meteorological data entry raed i 7 Example RDD a 2011 7 There is available data for Tungabhadra i p a b station EXAMPLE 1 from Eg Month v i Test Sub division Test Today Zero RL 507 436 Sor Rainfall Q Pressure gi Temperature Humidit
26. ormation This summary information can either be automatically generated from the detailed data already entered or if the detailed data is not available then it can be directly entered using a separate form The entry of summary stage discharge data is made station wise and after the station is chosen other essential entries like its name local river basin and subdivision are displayed automatically The month and year are selected for making entries As for the case of primary flow data the summary stage discharge data is also identified by Station date and observation number All these three entries can never be identical and this provides integrity of the data and reports for the same can be generated here Stage Discharge Summary AKL00S8 HARALAHALLI Station An Local River Basin Tungabhadra Executive Engineer CD Division Bangalore Sub division Upper Tunga Subdn Devangere Select a station by field or clicking on the map Expand the map using the button below Period ear E Month 2009 July A v oe v i There is available data for station AKLOOSS from 12 1966 to 5 2012 Hi Today Zero RL 507 436 Enable edition paiia HEE Dry No Flow aa Report Fa QH Report Fa QHReport WL og Graph hea Graph by Time To 01 07 09 MEAN WL w r t DISCHARGE Observed SURFACE WETTE HYD 01 07 TIME OBS No AREA A TOP WIDTH VELOCI GRADIENT FALL MODE CROSSING GAUGE m M S L m Q m s
27. ranslate the actual Surface Water Information System from desktop ownership architecture to open source web based architecture keeping the current functionality and adding certain new functionalities e Master Data Master Data is controlled by the administrator those data will be used in throughout the application o Security Security management is basically to dealing with user s credentials This module has been designed to create different level of users or groups depending upon their permissions It can be local administrator data entry operator amp data in charge etc The data in the server is stored in the encrypted form and without proper authentication permission no other user can edit view the data This feature also control the inter agency access of data without proper authorization Security management m Users 5 Groups i Repeat Password Phone P Add amp Delte tl _ SELECTION HIS AGENCY REGIONAL OFFICE STATE REGIONAL OFFICE DIVISIONAL OFFICE SUB DIVISIONAL OFFICE SECTION OFFICE k ID Karnataka SDPC ID Karnataka Bangalore Q 1101 OOD Group of User All Groups Meteorological Director My Groups Admin group StateAccessDataEntry Group Hydrological amp Meteorological Meteorological Enty Snow Hydrology is o Administrative Division Administrative boundaries need to be identified so that observation stations can be associated with them and vice versa In this module three levels of adm
28. roups O Suspended Sediment Measurement Under normal conditions samples are collected from a Boat Motor launch with the help of Punjab Type Bottle sampler Under high velocity conditions when sampling is not possible with the help of Boat Motor launch the samples are collected from either a bridge or a cableway The samples collected for each sampling vertical point are mixed to make groups having almost equal discharges These groups divide the river hypothetically into almost equal compartments of flow The suspended sediment samples are analysed by Gravimetric procedure While entering the data it is necessary to enter only the raw observations as recorded in the manuscript All the computed quantities are automatically filled in by the system The form to enter daily suspended sediment measurement data is as shown in the following figure and reports for the same can be generated here Data Entry for Suspended Sediment Summery emea 4 s r j Steet owt P isan omen a B en i ee oT m s a a gt eame a A e a oe O e Water Quality Module Observations of water quality mainly refer to concentrations of dissolved constituents in the water in terms of physical like turbidity conductivity etc chemical like sodium potassium cadmium etc and biological parameters like algae bacteria etc Data on water quality requires collection of a water sample followed by analysis measurement for specific water qua
29. type and time interval code The combination of these three entities is considered to be unique and thus defines a specific series Series management a gt Hi Code No station a g YA N ADC v Name No station Data type Observed Discharge by AM lt H n Local River j 5 ste z Flow a _ P Basin y j Instantaneous Average Station Division m3 sec Sub division Today Zero RL Series for Observed Discharge by ADCP Non equidistant Select a time interval Minimum Remarks Lower warning level Upper warning level Maximum Rate of rise Rate of fall equidistant Time Interval Unit Divider m3 sec m3 sec m3 sec m3 sec AT m3 sec AT ee ee A ee Go E No records IS VALUE OF A PREVIOUS DAY TIME LABEL Username Chanchal Chakraborty A Working on CWC Hydrometeorological Online database User group 8 groups Current Meter Characteristic Current meters or flow meters are one of the important equipment employed for measurement of flow velocities The relation between the speed of rotation of the current meter to the velocity of the water which causes the rotation is defined by the meter rating The current meter should be rated from time to time whenever it is repaired or modified in any way and in any event after a prescribed period of use Current Meter characteristics B a Meter Type v z F Ada I E Report T seLecnon comro eor f merero rv d
30. y Wind e Sunshine 5 Evaporation Edition Tools Quick links O zero save discard delete Fa Monthly report Fa Periodic report E annual report l Show Audition info Series code Y Expand entry form eS Rae E e E P E ee T 4 Muttiseledion 2 2 3 os ooo 2 Data type Time Unit Divider s T Datalinits a s ns Maximum 9 06 o 124 A Upper Warning Level Oooo y O 12 4 Y Lower Warning Level 11 198 Y Minimum 12 OO 198 A Rate of raise 13 20 X Rate of fall As entered As in form Remarks in case of mismatch Total Rainfall 51 8 Max Rainfall value 74 SS a a Sats Manth lebih O User name Chanchal Chakraborty E Ee CWC Hydrometeorological Online database o Rainfall Data This is the data entry module for Rainfall data and reports for the same can be generated here o Pressure Data This is the data entry module for Pressure data and reports for the same can be generated here o Temperature Data This is the data entry module for Temperature Data and reports for the same can be generated here o Humidity Data This is the data entry module for Humidity Data and reports for the same can be generated here o Wind Data This is the data entry module for Wind Data and reports for the same can be generated here o Sunshine Data This is the data entry module for Sunshine Data and reports for the same can be generated here o Evaporation Data This is the data entry module for Ev
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