Digital Governance in Water Resources Engineering

Er A. Radha Krishna M.Tech (IIT Madras), MIE, DIM (IGNOU) 04th December, 2019 Deputy Director, ISWR, WRD DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Contents

Advent of Digital Governance Avenues of Digital Governance Water Resources of AP – Existing Scenario Major Activities of Water Resources Wing Digital Governance in WRE DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Advent of Digital Governance DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Avenues of Digital Governance

 Reasoning Problem solving  Perception Learning  Planning, Ability to manipulate and move objects BLOCK CHAIN The Internet of Things (IoT) is the network of physical devices embedded with electronics, software, sensors, actuators, and connectivity which enables these objects to connect and exchange data DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

What is Digital Governance ? Activities Data Acquisition Why Digital Governance Analysis

Accountability Decision Making

Transparency Communication

Efficiency

Speed DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

1 One Government 2 Single Entry, Multiple Use Disintermediation and e- Digital 3 Intermediation Governance 4 Derive Insight, Deliver Foresight

5 Stake holders at the Core DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Evolution of Water Resources

Inter Micro Gravity based Lift Tanks Barrages systems Irrigation Linking (40000) (4 N0) Reservoirs (115) (350) (1 Cr Acre) (Major) DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Almatti Project Constructed:2005 Krishna Basin Capacity: 123 TMC TELANAGANA Projects

Narayanapur Constructed: 1982 Constructed:1981 Capcity:37.965 TMC Capacity: 11.20 TMC

NSP Constructed: 1967 Pulichintala Project Capacity: 408 TMC Constructed: 2014 Capacity: 45.77 TMC Dam Constructed: 1980 Capacity: 216 TMC

Prakasam Barrage Constructed:1852/1957 TOTAL LENGTH OF : 1400KM Capacity:3.07 TMC DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Pochampad Project (Sri Ram Sagar) Godavari Basin Constructed:1975 Jaikwadi Project Capacity: 90.3 TMC Constructed:1976 Projects Capacity: 102.7 TMC

MAHARASHTRA ANDHRA PRADESH

Dowlaiswaram Barrage (SACB) Constructed:1850/ Rebuilt in :1970 Capacity: 2.93 TMC

TOTAL LENGTH OF : 1465KM DIGITAL GOVERNANCE IN WATERWATER RSOURCES RESOURCES ENGINEERINGDEPARTMENT, GOAP 20% of High Existing Scenario (2019) Irrigated area rainfall

WATER 50% of Irrigated area Total STORAGE ZONE Geographical Normal to Area high 402 Lakh Ac Rainfall (south west) Cultivable Area 199 L Ac

Localised Command area 103 lakh Ac

Normal to Less Rainfall Irrigation Facility (NE Monsoons) to about 30% of Irrigated area 80 lakh Ac

Reservoirs DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Area Irrigated in 2017 kharif Ground Water Major & (28%) Source Type of irrigation Ayacut Ayacut Irrigated Medium Proposed (Lakh Ac) Minor (53%) (Lakh Ac) & lift Surface Water Major and Medium 66.88 43.41 (19%) irrigation Minor irrigation 25.38 15.09 including lift Surface Irrigation 92.26 58.50 Groundwater 23.44 23.22 Total 115.70 81.72 DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Krishna Delta System – Evolution (1791-2019)

Flows at between 1957-2017

N PUR NSP PC SRSLM ALMATTI DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Basins Availability of Water Vamsadhara Godavari basin 52.50 TMC 860.00 TMC krishna Krishna basin Godavari 532.04 TMC Basin Availability (TMC) % Pennar 98.65 TMC Krishna 532.04 29 % Godavari 860.00 47 % Krishna Godavari Pennar Pennar 98.65 5 % Vamsadhara Others Vamsadhara 52.50 3 % Others 289.90 16 % Total 1833.09 DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Water Availability 800 TMC Usage and New requirements

Krishna delta 180 TMC

Nagarjuna Sagar Project 164 TMC

Kurnool-Kadapa Canal 40 TMC

TBP HLC 32.50 TMC

Polavaram 200 TMC TBP LLC 24 TMC Bhairavanitippa 4.90 TMC HNSS 40 TMC Guntur Channel 4.00 TMC

GNSS 40 TMC Vaikuntapuram 2.60 TMC

Gajuladinne 2 TMC TGP 30 TMC Godavari delta System 250 TMC Veligonda 40 TMC Vamsadhara 50 TMC DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Realtime water availability DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Population and Water Sufficiency

World Population in Billion 10 9 9.00 8 7.82 7 6 6.00 5 4 3 2.50 2 1.60 1 0 1880 1900 1920 1940 1960 1980 2000 2020 2040 2060

7.82 Billion by 2025 DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Agriculture and Irrigation

Developed countries, on average, irrigated 10% of their agricultural area, and countries in development 23%, and combined they irrigated 18% of the total agricultural area.

United Nation’s predictions of global population increase to the year 2025 require an expansion of food production of about 40-45%. DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Food Grain Productivity

Million Tonnes

6 2012-13 18.74

7 2013-14 11.70 725 TMC (TMC) 8 2014-15 250.00 11.78 16.40 MT 9 2015-16 252.22 14.38 1500 TMC 10 2016-17 14.92 Available 11 2017-18 16.72 for AP 12 2049-50 450.00 35.00 DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

New Adage and Approach

Driving Philosophy 1 Achieving Water Use Efficiency in existing Projects is 2 Water Conservation/harvesting “WATER SECURITY” TO ALL Transfer of Water from Surplus to deficit STAKE HOLDERS 3 regions through Inter linking across basins

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Major Activities 1 Planning Hydrology Stake Holders 2  Citizens Human 3 Resource Estimating  Farmers Designs Management & Costing  Industries 4  Aquafarms Operations6 &  APWRE Maintenan 5 ce  Government

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Digital Governance in APWRE

CANAL NETWORK FLOW MONITORING SYSTEMS (CNFMS) COMMAND AREA MONITORING STUDIES (110 Reservoirs & 40000 Minor Tanks ) Construction of Major Projects (Polavaram, Godavari- Pennar) Reservoir Storage Monitoring System (115) WATER USE EFFICIENCY (WUE) STUDIES (Performance study of 6000 WUA) BASIN STUDIES (Basin wise yield, utilisation) TANK INFORMATION SYSTEM (40,000 tanks memoirs) 11 NATIONAL HYDROLOGY PROJECT (Major and Medium Irrigation Projects) Modules SEDIMENTATION ANALYSIS (Major Reservoirs) FLOODS MONITORING (Major Rivers, Urban & Mandals) SCADA (Reservoir and Canal system)

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Data Collection & Compilation Unit of Analysis = Unit of Data Collection

Data collection is the GIS MIS process of gathering and Database Database measuring information on variables of interest, in an established systematic fashion. Historical and Real Time DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

GEOGRAPHIC INFORMATION SYSTEM

Organizing the above Study of the earth and Obtaining and data with functional its features and generation of useful capabilities for data phenomena. A literal data like maps, images, capture, input, query, translation would be statistical graphics, analysis, modeling, "to describe or write tables related to visualization and web about the Earth” geographical features access DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING GIS Concept

Ordinary map of GIS map of three adjacent villages three adjacent villages

3 1 3 2 1 2

In digitiser or In degree, minutes and seconds scanned units Or In meters DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Coordinates of maps

Any map can have three types of measurements

(2.32,2.79) (3.35,2.79) (78.50,19.30 (84.50,19.30) (234235,434786) (469823,434786)

(2.32,1.12) (3.35,1.12) (78.50,16.30 (84.50,16.30) (234235,253476) (469823,253476)

In digitiser or In degree, minutes In meters scanned units and seconds DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

This is the age of Google Compatable Maps

TC1

TC2 TC3

172 KAVURU WUA DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Heirarchial maps

DC 4 WAZEERABAD NSLC

BORRIAPALEM WUA (WUA23) NSLC

WUAS OF DC-4 OF NSLC DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Cadastre The Basic Unit

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Digital Governance

 Advisory on Rainfall, Inflows and Releases

 Reservoir Monitoring (app)

 Canal Flow Monitoring

 Flood Forecasting

 Predictive Analysis for Reservoirs

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

ADVISORY ON RAINFALL, INFLOWS AND UTILIZATIONS AT PRAKASAM BARRAGE (KDS) DURING 2017-18 Case Study Legend Catchment Area details Budameru Edda Vagu (subbasins,mandals) of Kondaveeti Vagu Prakasam Barrage Munneru S. Sub Catchment Maximum Date of Cumulative Pedda Vagu N area in and Discharg Rainfall (mm) o Basin Sq.Kms Minimum e (01/06 to 13/12) Discharge in Cusecs Actual Normal 1 Munneru 10418 12360 19/07 40 25/12 699 802 2 Paleru 3025 1528 07/09 70 06/12

Paleru Munneru 3 RMC 7977 26/07 1600 01/12

4 Edda Vagu 726 100 05/08 0 25/10

5 Kondaveeti 452 200 05/08 Vagu 0 22/11

6 Pedda 350 100 05/08 Vagu 0 15/11 PULICHINTALA PROJECT Budameru Distance in Travel Time S.No Description Kms in Hrs NAGARJUN A SAGAR PRAKASAM 1 NSP to Pulichintala 105 12-14 PROJECT BARRAGE Edda Kondaveeti Pedda Pulichintala to Vagu Vagu Vagu 2 85 10-12 Prakasam Barrage KW Main Canal DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Rainfall Data The Sources are • Sub Basin wise Rainfall Information for 24 subbasins : (Daily for a Week)  Meteorological Department – (IMD , IMD Bangalore, IMD and IMD Bhuvaneshwar) Varuna – Andhra Pradesh Weather Forecast

• AP State Rainfall Information: (Hourly / Daily / Weekly) IMD, CWC Water Resources Department, Government of Andhra Pradesh APSDPS, Government of Andhra Pradesh Varuna – Andhra Pradesh Weather TSDPS,

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Stream Gauge Data

The Sources are Central Water Commission Hydrolgy Wing, APWRD

Canal Releases Data

The canal releases data from Releases from Pattiseema Releases from Prakasam Barrage (KE Main canal, KW Main canal & Guntur Channel) Releases from Pulichintala project are been sent by the concerned Field Officer on hourly basis DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Advisory • The Forecast Advisory of Krishna Delta system has been developed in different table formats • The First table includes the Inflows towards Prakasam Barrage from following sources Inflows to Prakasam Barrage

Source Discharges (C/s) Pulichintala dam Pulichinthala 0 Munneru (Keesara Gauge reading) Local Catchment 200 RMC at Budameru Regulator Munneru (keesara) 3,000 Paleru Bridge Budameru 0 Discharges from the Local Catchments like Paleru 200 Kondaveeti vagu, Peeda vagu & Edda vagu. Godavari @Budameru HR 7600 TOTAL 11000 DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Table 2 Canal Releases from Prakasam Barrage

INFLOWS_ OUTFLOWS_ EXPECTED Date Level KE_Main KW_main GNT_CHL Total_canal Surplus Canal Releases (C/s) @ 6 AM CORE DB CORE DB INFOWS

1-8-2017 9.8 4350 3007 200 7557 0 7378 7557 8120 Krishna Eastern Main 7142 2-8-2017 9.7 4001 2901 200 7102 0 7400 7102 7520 3-8-2017 9.3 4350 3007 200 7557 0 7099 7557 7220 Krishna Western Delta 5009 4-8-2017 9.3 4453 3007 200 7660 0 7837 7660 7520 5-8-2017 9 4422 3007 200 7629 0 12567 7629 7650 6-8-2017 9.4 4422 3007 100 7529 0 12368 7529 10820 Guntur Channel 315 7-8-2017 10.2 4422 3007 200 7629 0 12474 7629 11650 8-8-2017 10.5 4633 3422 200 8255 0 7573 8255 9500 9-8-2017 10.3 4501 3622 200 8323 0 7151 8323 9600 TOTAL 12466 10-8-2017 9.9 4501 3622 200 8323 0 7137 8323 8300 11-8-2017 9.8 4501 3622 200 8323 0 6964 8323 9700 Barrage Surplus 0 12-8-2017 9.7 4422 3622 200 8244 0 8884 8244 9550 13-8-2017 9.9 4422 3622 200 8244 0 9113 8244 9115 TOTAL 12466 14-8-2017 9.9 4422 3622 200 8244 0 8740 8244 8920 15-8-2017 10.3 4422 3622 200 8244 0 10410 8244 9900 18000 20000 16-8-2017 10.6 4723 3622 200 8545 0 10017 8545 10050 16000 18000 17-8-2017 10.9 4723 4012 200 8935 0 10483 8935 11920 18-8-2017 10.8 4829 4012 200 9041 0 9414 9041 9020 16000 14000 19-8-2017 10.7 4933 4012 200 9145 0 8744 9145 9350 14000 12000 20-8-2017 10.5 6429 5009 200 11638 0 12650 11638 12050 12000 21-8-2017 11.3 7226 6034 250 13510 0 17255 13510 17250 10000 22-8-2017 11.8 8187 7026 250 15463 0 18206 15463 15460 10000 8000 23-8-2017 11.7 7111 6034 250 13395 0 13592 13395 13620 8000 24-8-2017 11 6044 5317 250 11611 0 10207 11611 11400 6000 6000 25-8-2017 10.5 6113 4322 250 10685 0 8583 10685 9100 26-8-2017 10.8 6296 3007 250 9553 0 8692 9553 9700 4000 4000 27-8-2017 11.3 7212 3007 250 10469 0 10036 10469 10900 2000 2000 28-8-2017 11.2 7142 3800 250 11192 0 10408 11192 12200 0 0 29-8-2017 11.2 7250 4808 250 12308 0 9516 12308 11000 30-8-2017 11.1 6940 4808 250 11998 0 11043 11998 12100 31-8-2017 11.6 7432 5634 315 13381 0 11835 13381 11750

KE_Main KW_main GNT_CHL #REF! EXPECTED INFOWS DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Table 3 Sub Basin wise Rainfall

Sub Basin wise Rainfall data (Observed daily and Forecast for week) is collected from sources like India Meteorological Department and Varuna – Andhra Pradesh Weather Forecast (ISRO) which influences the Prakasam Barrage inflows.

Sub Basinwise Wise Observed & Rainfall Forecast (IMD) in Krishna River Basin influencing Prakasam barrage flows

CUMM RAINFALL(mm) Observed RAINFALL FORECAST IN mm rainfall on S.NO SUB BASINS 01/09/17 in Source ACTUAL NORMAL mm 2-Sep-17 3-Sep-17 4-Sep-17 5-Sep-17 6-Sep-17 7-Sep-17 8-Sep-17

IMD 1.00 1.00 8.00 12.00 5.00 7.00 13.00 1 Paleru ISRO/Vassar 2.13 11.11 9.44 4.36 14.00 7.01

IMD 1.00 3.00 5.00 10.00 4.00 2.00 8.00 2 Munneru 476.00 489.60 0.10 ISRO/Vassar 1.44 11.41 7.97 6.61 13.23 8.94

IMD 0.00 2.00 2.00 9.00 5.00 8.00 13.00 3 Lower Krishna ISRO/Vassar 1.50 7.21 7.40 4.09 9.50 4.76 DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Observed Expected % Date Expected Inflows in Table 6 Expected Inflows Vs Observed Inflows Inflows Inflows Accuracy Cusecs 12-8-2017 8884 9550 93 13-8-2017 9113 9115 100 Date 3-Sep-17 14-8-2017 8740 8920 98 15-8-2017 10410 9900 95 Left Side Inflows - 16-8-2017 10017 10050 100 Pulichintala 0 17-8-2017 10483 11920 87 20000 18-8-2017 9414 9020 95 Local Streams 200 18000 19-8-2017 8744 9350 94 16000 20-8-2017 12650 12050 95 Paleru 200 21-8-2017 17255 17250 99 14000 16/08/2017 – 100% 12000 Munneru 2200 10000 Budameru (BDC) 0 8000 6000 Godavari water (RMC) 7800 4000 2000 Right Side Inflows - Guntur District 0 Eddulavagu 0

Kondaveetivagu 0

TOTAL EXPECTED INFOWS TOTAL INFLOWS 10400

The expected Inflows to Prakasam Barrage are assessed based on release information of upstream projects and rainfall forecast of various mandals in catchment area DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Canal Releases Vs Command Area Average Rainfall

KDS Canal Releases KDS COMMNAD AREA AVG RAINFALL

18000 16.00

16000 14.00 14000 12.00 12000 10.00 10000 8.00 8000 6.00 6000 4.00 4000

2000 2.00

0 0.00

Canal Releases (Cumulative-111.82 TMC). vs Cumulative Rainfall (230.36 mm) 18000 250 16000 14000 200 12000 150 10000 8000 100 6000 4000 50 2000 0 0 DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Water Matrix Prakasam Barrage (2018-19) (TMC) releases from Inflows From Inflows from Total Total Ground U/S Reservoirs Catchments interbasin inflow Releases water & Rainfall (mm) (rain based) transfer IDC

Catchment Command Area Area 59.05 62.40 81.39 187.64 187.64 84 Nos 602.30 439.31

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Rainfall of AP (1901-2018)

1400.0 Minimum = 573 mm, Maximum = 1298 mm and Average = 922 mm

1200.0

1000.0

800.0

600.0

400.0

200.0

0.0

1907-1908 1925-1926 1965-1966 2005-2006 1901-1902 1903-1904 1905-1906 1909-1910 1911-1912 1913-1914 1915-1916 1917-1918 1919-1920 1921-1922 1923-1924 1927-1928 1929-1930 1931-1932 1933-1934 1935-1936 1937-1938 1939-1940 1941-1942 1943-1944 1945-1946 1947-1948 1949-1950 1951-1952 1953-1954 1955-1956 1957-1958 1959-1960 1961-1962 1963-1964 1967-1968 1969-1970 1971-1972 1973-1974 1975-1976 1977-1978 1979-1980 1981-1982 1983-1984 1985-1986 1987-1988 1989-1990 1991-1992 1993-1994 1995-1996 1997-1998 1999-2000 2001-2002 2003-2004 2007-2008 2009-2010 2011-2012 2013-2014 2015-2016 ap rain fall average_100 years DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Reservoir Map DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Daily Graphs 26, MAR 2019 Flood Forecast & Monitoring DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Data Requirements

Hydrological data (Catchment, Rainfall, Runoff, Gauges, canal Flows ) Meteorological data (cyclone track, Rainfall, Intensity, forecast) Topographic data (contours, Elevations, DEM, Land use ) Real time rainfall and stream gauges data DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Design Parameters

Hydro morphological Characteristics of The Basin, Topography & Geology. Threshold rainfall based flood alerts. Inundation Forecasting Reservoir and Dam protection infrastructure control rules. PMF studies DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

 The worst affected areas were in the Krishna River delta region. The island of Diviseema, which was hit by a six metre high storm surge, experienced a loss of life running into the Koduru thousands.

 About 100 villages were marooned or washed away 1977 by the cyclonic storms and the ensuing floods and Diviseema a total of 10,841 killed or missing, and 34 lakh rendered homeless.

 The next cyclone (1990) that also occurred 1990 in Andhra Pradesh, showed that there was a large Coastal AP improvement in disaster management, effective warnings ahead of time, and better meteorological equipment which dramatically reduced the death rate (compared to the cyclone in 1977) DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

26th December

 The 2004 Indian Ocean earthquake occurred at 00:58:53 UTC on 26 December, with an epicentre off the west coast of northern Sumatra.

 It was an undersea megathrust earthquake that registered a magnitude of

9.1–9.3 Mw, was caused by a rupture along the fault between the Burma Plate and the Indian Plate.

 Communities along the surrounding coasts of the Indian Ocean were seriously affected, and the tsunamis killed an estimated 227,898 people in 14 countries.

 The Indonesian city of Banda Aceh reported the largest number of victims. The earthquake was one of the deadliest natural disasters in recorded history.

 The direct results caused major disruptions to living conditions and commerce particularly in Indonesia, Sri Lanka, India, and Thailand. DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Kurnool Floods - 2009

Occurred on 4th of October 2009 In a single day the reservoir had received over 25 lakh cusecs of water in 12 hours, whereas it is designed to get not more than 13.6 lakh cusecs This is the probable maximum flood predicted once in 10,000 years

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Kurnool Floods - 2009 Eight districts are affected due to heavy rainfall and the resultant flood waters of Krishna and Tungabhadra rivers. Main inflows to Priyadarshini Jurala Dam (located in Mahabubnagar district) are from Narayanpur dam (Karnataka State) Inflows to is from Krishna ( Priyadarshini Jurala) and Tungabhadra (Sunkesula anicut) rivers

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Kurnool Floods - 2009

Tungabhadra river

Impact of catchment size Hundri river catchment and rainfall DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Kurnool Floods - 2009 Normal and Flood affected zones

Krishna River (120 Km)

Normal Spread Srisailam Dam

Flood zone 2009 DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Kurnool Floods - 2009

Depth water & Stay time DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Kurnool Floods - 2009

High Rainfall area DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Flood Flow Time

For

System of Reservoirs

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Kurnool Floods - 2009 Almatti Reservoir Inflow & outflow

350000.00 135 Almatti Reservoir 300000.00 130

250000.00 125

200000.00 120

150000.00 115

100000.00 110

50000.00 105

0.00 100

Almatti Level(Ft) Almatti Inflow (cusecs) Almatti Outflow (cusecs) Almatti Capacity(TMC) DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Kurnool Floods - 2009 Narayanpur Reservoir Inflow & outflow

500000.00 Narayanpur Reservoir 40.00 450000.00 35.00 400000.00 30.00 350000.00 300000.00 25.00 250000.00 20.00

200000.00 15.00 150000.00 10.00 100000.00 50000.00 5.00 0.00 0.00

Narayanpur Level(Ft) Narayanpur Inflow (cusecs) Narayanpur Outflow (cusecs) Narayanpur Capacity(TMC) DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Kurnool Floods - 2009 Jurala Reservoir Inflow & outflow

1200000.00 12.00 Jurala Reservoir 1000000.00 10.00

800000.00 8.00

600000.00 6.00

400000.00 4.00

200000.00 2.00

0.00 0.00

Jurala Level(Ft) Jurala Inflow (cusecs) Jurala Outflow (cusecs) Jurala Capacity(TMC) DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Kurnool Floods - 2009 Inflow & outflow

250000.00 105.00

Tungabhadra 104.00

200000.00 103.00

102.00 150000.00 101.00

100.00 100000.00 99.00

50000.00 98.00 97.00

0.00 96.00

Tungabhadra Level(Ft) Tungabhadra Inflow (cusecs) Tungabhadra Outflow (cusecs) Tungabhadra Capacity(TMC) DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Kurnool Floods - 2009 Srisailam Reservoir Inflow & outflow

2499980 Srisailam Reservoir 380 330 1999980 280

230 1499980

180

999980 130

80 499980 30

-20 -20

Srisailam Level(Ft) Srisailam Inflow (cusecs) Srisailam Outflow (cusecs) Srisailam Capacity(TMC) DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Uttarakhand Floods - 2013 Structures affected

River Basins

Places affected DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Srinagar Floods - 2014

Indus River Basin

Satellite view of Jhelum basin Flood affected areas NIT Srinagar

Srinagar DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Srinagar Floods - 2014

Spread & Stagnation of rain water

Depth of Water Transport Network affected by floods DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Beas Floods - 2014

21 Km down stream of larji dam

Thalaut : Place of incident DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Beas Floods – 2014

Thalaut (Place of incident) DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Hudhud Cyclone -2014

Uprooted hoardings

Word of caution : Structural Design Uprooted trees Uprooted towers Lakes Flow Chembrambakkam Chemramkkam Cholavaram, Poondi (20000 Cs) Redhills (6971 of 14098) Poondi Rain on (30000 Cs) Nov 8-16, Nov 30, Dec 1-2, 2015 (44000 Cs) Rainfall Reservoirs Tambaram (490mm), Chembaramkkam (470mm), 45 of 89 Chennai airport (350mm) Are 84 % full Mamallapuram (340 mm)

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Real Time Governance Society (RTGS) DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Real Time Governance Society (RTGS)

Good Governance IOT and Infrastructure Incidents Surveillance Ap Cm Connect Drones AP Fiber grid ISRO Parishkara vedika Sensors CC cams Sensors Meekosam Dashboard FSOC (Wireless) Weather Kaizala Geo tagging Digital class rooms Disaster Control Social Media Biometrics Aadhaar platform SEOC and applications Print and electronic Incidents And Events Media DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Cyclones A system of winds rotating inwards to an area of low barometric pressure, with an anticlockwise (northern hemisphere) or clockwise (southern hemisphere) circulation, a depression.

The major cyclonesthat affected Andhra Pradesh in 2018 are

Titli Gaja Phethai

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING India - 2018 cyclones DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Titli cyclone Graded as “Very Severe Cyclonic Storm”. Titli made landfall near Palasa, Andhra Pradesh on Oct-11-2018. Duration from October 8 – October 12 Peak 150 km/h (90 mph)  Intensity 970 hPa (mbar)

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Titli cyclone DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Titli cyclone DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING GAJA CYCLONE Graded as “Severe Cyclonic Storm” Gaja made landfall near Tamil Nadu and Puducherry on 11- Nov-2018. Duration November 10 – November 20 Peak 110 km/h (70 mph) GAJA Intensity 992 hPa (mbar)

DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Cyclone effect, remedial action and affected reservoirs DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Pethai cyclone Graded as “Severe Cyclonic Storm” Pethai cyclone made landfall at Katrenikona, East Godavari on December 17, Duration December 13 – December 18 Peak 100 km/h (65 mph) Intensity 993 hPa (mbar) DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Pethai cyclone DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Almatti Project Constructed:2005 Krishna Basin Capacity: 123 TMC TELANAGANA Projects

Narayanapur Dam Jurala Project Constructed: 1982 Constructed:1981 Capcity:37.965 TMC Capacity: 11.20 TMC ANDHRA PRADESH

NSP Constructed: 1967 Pulichintala Project KARNATAKA Capacity: 408 TMC Constructed: 2014 Capacity: 45.77 TMC Srisailam Dam Constructed: 1980 Capacity: 216 TMC

Prakasam Barrage TOTAL LENGTH OF KRISHNA RIVER: 1400KM Constructed:1852/1957 Capacity:3.07 TMC DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Almatti inflow and outflow narayanpur inflow and outflow 200000 140 200000 40.00 180000 180000 120 35.00 160000 160000 30.00 140000 100 140000 25.00 120000 80 120000 100000 100000 20.00 60 80000 80000 15.00 60000 40 60000 10.00 40000 40000 20 20000 20000 5.00 0 0 0 0.00

CAPACITY(TMC) INFLOW OUTFLOW CAPACITY(TMC) INFLOW OUTFLOW

jurala inflow and outflow Thungabadhra inflow and outflow 200000 12.00 90000 120.00 180000 80000 10.00 100.00 160000 70000 140000 8.00 60000 80.00 120000 50000 100000 6.00 60.00 40000 80000 30000 40.00 60000 4.00 20000 40000 2.00 20.00 20000 10000 0 0.00 0 0.00

CAPACITY(TMC) INFLOW OUTFLOW capacity inflow (c/s) outflow(c/s) DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING Combined inflows to Srisailam

Almatti O/F –Narayanpur O/F – Jurala O/F-Tungabhadra O/F- 300000 Srisailam(I/F AND O/F) – NSP (I/F)

250000

200000

150000

100000

50000

0

almatti O/F narayanpur o/F jurala o/F thungabadra o/F SRISALMAM I/F SRISAILAM O/F NSP I/F DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING ALMATTI- MONTH WISE INFLOWS AND OUTFLOWS FOR LAST 10 YEARS (GROSS STORAGE : 129.72 TMC) June July August September Cumulative Net Inflow in Cumulative Net Outflow Net Inflow in Cumulative Net Outflow Cumulative Net Inflow in Cumulative Net Outflow Cumulative Net Inflow in Cumulative Net Outflow Year Cumulative Inflow (TMC) TMC Outflow (TMC) in TMC TMC Outflow in TMC Inflow (TMC) TMC Outflow in TMC Inflow (TMC) TMC Outflow in TMC Inflow (TMC) (TMC) (TMC) (TMC) 2007-08 39.951 39.951 0.907 0.907 366.182 326.231 276.222 275.315 594.218 228.036 484.656 208.434 710.386 116.168 599.462 114.806 2008-09 16.152 16.152 0.000 0.000 56.718 40.566 7.719 7.719 324.213 267.495 232.909 225.190 436.480 112.267 343.319 110.410 2009-10 2.155 2.155 0.000 0.000 159.811 157.656 62.875 62.875 215.552 55.741 111.132 48.257 265.739 50.187 159.323 48.191 2010-11 18.513 18.513 0.000 0.000 91.597 73.084 8.818 8.818 254.731 163.134 156.019 147.201 347.547 92.816 249.627 93.608 2011-12 28.325 28.325 0.745 0.745 190.411 162.086 121.014 120.269 326.875 136.464 244.658 123.644 561.495 234.620 458.688 214.030 2012-13 0.000 0.000 0.000 0.000 51.483 51.483 3.482 3.482 175.990 124.507 67.957 64.475 265.052 89.062 156.115 88.158 2013-14 15.008 15.008 0.173 0.173 246.955 231.947 179.738 179.565 473.593 226.638 371.150 191.412 511.221 37.628 408.306 37.156 2014-15 0.200 0.200 0.000 0.000 112.869 112.669 24.200 24.200 292.981 180.112 185.469 161.269 399.863 106.882 297.094 111.625 2015-16 41.470 41.470 1.216 1.216 63.754 22.284 15.461 14.245 96.971 33.217 44.029 28.568 111.603 14.632 53.737 9.708 2016-17 0.588 0.588 0.339 0.339 153.439 152.851 42.899 42.560 359.823 206.384 249.381 206.482 408.868 49.045 298.765 49.384 2017-18 2.171 2.171 0 0 134.105 130.179 25.361 25.361 163.884 25.847 52.98 26.68 250.214 83.352 137.919 82.458 2018-19 1.928 1.928 0 0 236.379 232.296 145.757 145.757 444.464 204.45 350.166 202.791 473.385 18.268 378.316 16.456 AVERAGE 13.872 13.872 0.282 0.282 155.309 141.111 76.129 75.847 310.275 154.335 212.542 136.200 395.154 83.744 295.056 81.333

ALMATTI- MONTH WISE INFLOWS AND OUTFLOWS FOR LAST 10 YEARS October November December January(28-01-2019) Year Cumulative Net Inflow in Cumulative Net Outflow Cumulative Net Inflow in Cumulative Net Outflow Cumulative Net Inflow in Cumulative Net Outflow Cumulative Net Inflow in Cumulative Net Outflow Inflow (TMC) TMC Outflow (TMC) in TMC Inflow (TMC) TMC Outflow in TMC Inflow (TMC) TMC Outflow in TMC Inflow (TMC) TMC Outflow in TMC (TMC) (TMC) (TMC) 2007-08 739.037 28.651 632.611 33.149 740.120 1.083 650.528 17.917 740.120 0.000 659.213 8.685 740.120 0.000 686.328 27.115 2008-09 458.911 22.431 368.926 25.607 458.911 0.000 388.954 20.028 458.911 0.000 405.956 17.002 458.911 0.000 426.249 20.293 2009-10 415.961 150.222 314.576 155.253 437.913 21.952 331.008 16.432 441.661 3.748 345.989 14.981 441.661 0.000 359.575 13.586 2010-11 400.726 53.179 301.290 51.663 417.647 16.921 317.749 16.459 419.244 1.597 333.767 16.018 419.244 0.000 353.369 19.602 2011-12 577.045 15.550 479.222 20.534 577.045 0.000 503.528 24.306 577.045 0.000 523.287 19.759 577.045 0.000 542.408 19.121 2012-13 295.545 30.493 191.421 35.306 295.545 0.000 215.484 24.063 295.545 0.000 237.302 21.818 295.545 0.000 259.150 21.848 2013-14 528.924 17.703 433.233 24.927 530.559 1.635 451.832 18.599 530.559 0.000 471.958 20.126 530.559 0.000 495.492 23.534 2014-15 412.349 12.486 318.732 21.638 414.190 1.841 343.031 24.299 414.190 0.000 357.899 14.868 414.190 0.000 376.080 18.181 2015-16 116.195 4.592 73.297 19.560 116.195 0.000 93.917 20.620 116.195 0.000 95.230 1.313 116.195 0.000 95.230 0.000 2016-17 417.847 8.979 320.188 21.423 417.847 0.000 339.057 18.869 417.847 0.000 362.485 23.428 417.847 0.000 379.567 17.082 2017-18 325.757 71.879 213.463 71.879 326.779 0.606 232.167 18.288 326.779 0 246.889 14.708 326.779 0 260.575 13.656 2018-19 491.368 17.983 445.003 66.687 491.368 0 455.888 10.885 491.368 0 462.061 6.173 491.368 0 467.748 5.687 AVERAGE 431.639 36.179 340.997 45.636 435.343 3.670 360.262 19.230 435.789 0.445 375.170 14.907 435.789 0.000 391.814 16.642 DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

ALMATTI NARAYANPUR JURALA INFLOW INFLOW OUTFLOW OUTFLOW INFLOW INFLOW OUTFLOW OUTFLOW INFLOW INFLOW OUTFLOW OUTFLOW TMC TMC TMC TMC TMC TMC DATE (C/S) DATE (C/S) DATE (C/S) DATE (C/S) DATE (C/S) DATE (C/S) 2007-08 25-06-2007 30934 35.85 01-07-2007 82209 61.02 2007-08 23-06-2007 19648 23.04 01-07-2007 57815 28.43 2007-08 23-06-2007 14576 9.6 24-06-2007 101422 7.97 2008-09 18-06-2008 27740 31.3 09-08-2008 25474 112.97 2008-09 02-08-2008 18589 28.51 11-08-2008 104104 34.1 2008-09 12-08-2008 79696 6.92 13-08-2008 328620 6.92 2009-10 11-07-2009 24081 25.2 21-07-2009 35000 94.2 2009-10 21-07-2009 55017 25.05 23-07-2009 30912 32.2 2009-10 24-07-2009 40517 8.64 24-07-2009 44068 8.64 2010-11 18-06-2010 20814 37.27 30-07-2010 101985 116.74 2010-11 30-07-2010 90301 29.72 31-07-2010 172446 29.65 2010-11 29-07-2010 18898 10.223 29-07-2010 24835 10.223 2011-12 16-06-2011 23937 34.23 20-07-2011 60795 117.92 2011-12 20-07-2011 57031 25.5 21-07-2011 123220 28.41 2011-12 22-07-2011 55544 6.93 23-07-2011 207109 7.36 2012-13 08-07-2012 28367 19.37 08-08-2012 30313 112.58 2012-13 03-08-2012 23303 32.13 09-08-2012 27925 35.82 2012-13 11-08-2012 12374 6.26 12-08-2012 41060 9.34 2013-14 20-06-2013 25130 22.8 20-07-2013 38849 106.2 2013-14 10-07-2013 23805 22.13 20-07-2013 41569 35.09 2013-14 22-07-2013 78952 9.84 22-07-2013 25178 9.84 2014-15 17-07-2014 39359 23.11 27-07-2014 42000 101.33 2014-15 27-07-2014 44466 24.74 29-07-2014 36478 31.43 2014-15 31-07-2014 45775 10.14 01-08-2014 97047 10.24 2015-16 23-06-2015 23228 20.83 21-07-2017 15675 54.33 2015-16 21-07-2015 17882 25.06 23-07-2015 9746 26.57 2015-16 09-09-2015 10448 9.44 11-09-2015 14210 11.79 2016-17 05-07-2016 22986 17.05 17-07-2016 101524 112.59 2016-17 16-07-2016 23059 17.75 19-07-2016 77655 34.87 2016-17 21-07-2016 58495 7.84 23-07-2016 31089 9.23 2017-18 01-07-2017 27430 16.62 20-07-2017 27720 58.06 2017-18 20-07-2017 10735 16.87 29-07-2017 23395 36.28 2017-18 19-06-2017 6365 3.78 31-07-2017 3669 5.88

TUNGABHADRA SRISAILAM NAGARJUNA SAGAR INFLOW INFLOW OUTFLOW OUTFLOW INFLOW INFLOW OUTFLOW OUTFLOW INFLOW INFLOW OUTFLOW OUTFLOW TMC TMC TMC TMC TMC TMC DATE (C/S) DATE (C/S) DATE (C/S) DATE (C/S) DATE (C/S) DATE (C/S) 2007-08 27-06-2007 36,616 10.89 16-07-2007 27438 102.17 2007-08 24-06-2007 277248 127.58 27-06-2007 28538 164.42 2007-08 23-06-2007 40080 239.29 13-07-2007 31404 350.52 2008-09 19-06-2008 13959 20.21 14-07-2008 8212 40.47 2008-09 12-08-2008 83674 56.73 15-08-2008 70467 128.24 2008-09 13-08-2008 23764 258.67 03-09-2008 26060 369.73 2009-10 07-07-2009 18108 9.7 22-07-2009 79036 99.58 2009-10 24-07-2009 108038 44.98 29-07-2009 21487 114.06 2009-10 03-08-2009 15755 192.2 29-08-2009 23356 199.95 2010-11 22-06-2010 14024 7.63 12-08-2010 16442 97.6 2010-11 22-07-2010 23986 86.01 03-08-2010 19493 166.27 2010-11 03-08-2010 23545 299.33 29-08-2010 31193 353.47 2011-12 17-06-2011 9282 10.32 27-07-2011 5237 90.44 2011-12 23-07-2011 223926 56.18 02-08-2011 23598 163.81 2011-12 24-07-2011 14800 305.05 24-07-2011 21269 305.05 2012-13 06-07-2012 10052 6.34 08-08-2012 7109 50.24 2012-13 13-08-2012 34667 50.3 09-09-2012 19855 158.68 2012-13 09-09-2012 10892 133.89 11-09-2012 4102 134.76 2013-14 19-06-2013 9703 5.71 17-07-2013 5135 78.09 2013-14 22-07-2013 25158 32.33 27-07-2013 24667 99.98 2013-14 26-07-2013 30018 150.92 03-08-2013 18983 229.37 2014-15 26-06-2014 13117 10.64 02-08-2014 29035 98.66 2014-15 31-07-2014 22433 51.35 03-08-2014 21037 74.15 2014-15 03-08-2014 13807 136.82 08-08-2014 21025 148.91 2015-16 24-06-2015 12508 7.87 28-07-2015 5542 63.24 2015-16 09-09-2015 47184 28.57 27-10-2015 14871 74.81 2015-16 29-08-2015 3690 131.33 31-08-2015 2792 131.5 2016-17 02-07-2016 17444 5.33 25-07-2016 4954 40.62 2016-17 24-07-2016 20905 25.56 10-08-2016 19931 125.43 2016-17 04-08-2016 12257 122.52 10-08-2016 18213 124.49 2017-18 30-06-2017 14275 2.8 02-09-2017 5835 70 2017-18 04-09-2017 20993 27.07 21-09-2017 54410 112.97 2017-18 21-09-2017 32022 119.61 02-11-2017 5716 274.09

PULICHINTHALA PRAKASAM BARRAGE VAMSADARA INFLOW INFLOW OUTFLOW OUTFLOW INFLOW INFLOW OUTFLOW OUTFLOW INFLOW INFLOW OUTFLOW OUTFLOW TMC TMC TMC TMC TMC TMC DATE (C/S) DATE (C/S) DATE (C/S) DATE (C/S) DATE (C/S) DATE (C/S) 2007-08 ------2007-08 09-07-2007 9863 3.048 09-07-2007 9853 3.048 2007-08 04-07-2007 4828 0.62 04-07-2007 4828 0.62 2008-09 ------2008-09 13-07-2008 9710 3 13-07-2008 9710 3 2008-09 13-06-2008 2525 0 13-06-2008 2525 0 2009-10 ------2009-10 01-07-2009 2645 3 01-07-2009 3047 3 2009-10 12-06-2009 823 0 12-06-2009 823 0 2010-11 ------2010-11 09-07-2010 21789 3.05 09-07-2010 21789 3.05 2010-11 07-06-2010 215 98.72 07-06-2010 215 98.72 2011-12 ------2011-12 06-07-2011 3510 2.649 06-07-2011 3788 2.649 2011-12 02-06-2011 601 0 02-06-2011 601 0 2012-13 ------2012-13 10-07-2012 4824 3.071 10-07-2012 4824 3.071 2012-13 04-08-2012 20395 0.2 04-08-2012 20395 0.2 2013-14 ------2013-14 20-07-2013 4162 3.05 20-07-2013 4162 3.05 2013-14 25-10-2013 76860 1.191 25-10-2013 76860 1.191 2014-15 16-08-2014 15070 4.136 16-08-2014 14349 4.136 2014-15 03-07-2014 4355 2.75 03-07-2014 4355 2.75 2014-15 06-09-2014 77759 2.266 08-09-2014 86987 5.779 2015-16 19-06-2015 4525 3.84 10-07-2015 2994 5.49 2015-16 19-06-2015 6661 3.07 19-06-2015 6661 3.07 2015-16 17-09-2015 55353 0.779 18-09-2015 42016 3.224 2016-17 11-08-2016 12708 1.18 12-08-2016 9375 1.25 2016-17 19-07-2016 2717 1.71 19-07-2016 2717 1.71 2016-17 07-08-2016 15951 1.389 07-08-2016 15951 0.654 2017-18 26-08-2017 7912 4.5 23-10-2017 5098 16.06 2017-18 29-06-2017 5554 2.78 29-06-2017 5554 2.78 2017-18 22-10-2017 50733 1.147 22-10-2017 50733 1.147 DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING

Time For Discussion DIGITAL GOVERNANCE IN WATER RSOURCES ENGINEERING