SS1-Rejuvenation of - from Planning to action

Ground- Surface Water Interface

D.P. Mathuria Executive Director (Tech.) Ground and surface water linkages

• Surface water and ground water are linked as component in hydrological-ecological system • Abstraction from and Surface Ground contamination of either one will flow water affect each other. • During lean season flow in streams is augmented by Ground water. River Ganga (Rejuvenation, Protection, Management) Authorities Order, 2016

Principles to be followed specifies: • The integral relationship between the surface flow and sub-surface water (ground water) shall be restored and maintained. • The bank of River Ganga and its flood plain shall be construction free Zone to reduce pollution sources, pressures and to maintain its natural ground water recharge functions Aquifer mapping in parts of Ganga- in Kaushambi- stretch.

Proposed area of extension for paleo channel Mapping • In collaboration with CGWB and

CSIR-NGRI, Heli-borne study for A: CGWB approved block A+: CSIR-NGRI extended block of A aquifer mapping with focus on B: proposed area of Extension palaeo-channels B • Location: parts of Ganga Yamuna Doab in Kaushambi-Kanpur stretch. A+ A • Area: ~ 8500 sq.km Previous Study:

CSIR-NGRI, under the aegis of DoWR-RD-GR, conducted helicopter borne geophysical survey covering Prayagraj and Kaushambi region led significant findings as: • 3D structural settings of aquifer system • Discovery of a buried paleo channel (ancient river, now underground) that joins Yamuna river at Durgapur village, roughly 26 km south of the current Ganga-Yamuna Sangam at Prayagraj. • Aquifer merging at places due to tectonic activities. • River Ganga has good hydrogeological connectivity with surrounding aquifers How its useful

Strong need of Managed aquifer recharge (MAR) where? over-exploitation Subsurface linkages for groundwater contaminant migration? declining of water level Knowledge on subsurface connectivity Reduction of between Ganga and Yamuna will play very crucial role in planning of Ganga cleaning as well as protecting Reduction in the safe groundwater resources. river water flow Deliverables:

• 3D resistivity map with geometrical settings of principal aquifers

• Paleo channel map and its 3D catchment of sediments

• Linkages between aquifer system including paleo channel and river system Thank You LEARNING FROM BEST PRACTICES IN WATER MANAGEMENTWATER

Dr K Yella Reddy, FIE Dean AE&T, ANGRAU and Vice President, ICID EFFICENT USE OF WATER Key for Sustainable Development

The Right to Water, a Human Right Challenges and Opportunities

❑ ’s share of resources Water : 4% Land : 2.5 % Population : 17%

YEAR POPULATION PER CAPITA AVAILABILITY IN MILLIONS Cu m/year Liter/day 2001 1027 1820 5000 2010 1210 1545 4230 2025 1394 1340 3670 2050 1640 1140 3120

❑ With 2085 cubic kilometer India stands 7th ❑ Per capita availability wise it is 133rd position

Evergreen Revolution Food Requirement by 2050 : 450 MT Improve Overall WUE by : 20% (National Water Mission, GOI) 3 Components of WUE as per CWC

Efficiency Values (%) Reservoir Efficiency 95%-98% Conveyance Fully Lined system 70%-75% Efficiency Partially Lined system 65% Unlined system 60% On farm application Sprinkler/Drip 85% Efficiency Irrigation 60% Basin/Furrow Irrigation Drainage Efficiency 80% IPU/IPC 85% Overall WUE 60-65%

How to reach Linkage between different water sources in an irrigation system

5 National Water Policy (2012) • Priority on use of water • NWP on impact of climate change • Enhancing water availability for different use • Demand management Project appraisal and environmental impact assessment for water uses to inter-alia include: i) analysis of water foot prints, ii) recycle and reuse including return flows to be a general norm, iii)incentivizing economic use of water to facilitate competition, iv)adaptation to water saving means v) performance monitoring and vi) reclamation of commands from water logging, salinity and alkalinity. • Regulation of water prices • Project planning & implementation • Data base and information needs • Capacity building, research and training needs

6 DUBLIN Principles more relevant now

Valuing Water

If water is priced at 1 paisa liter (15 cents per cu m), it costs Rs. 1,20,000 (US$2000) for growing paddy in one ha area Matching Irrigation Demand and Canal Supply

The engineers of I&CAD Department, officials of Agriculture and Ground Water Department should be offered trainings on a regular basis on irrigation modernisation, crop irrigation requirements including effective rainfall contribution, water budgeting, latest aspects of water measurement and regulation, participatory approaches in water management and woe’s participation in AWM. Water Measurement The engineers of I&CAD Department should install special water measurement structures like RBC flumes as a standard procedure in all their new irrigation projects; the same applies for their modernization projects of existing schemes.

9 Water Saving Crop Production Technologies

• Direct seeding / MSRI / AWD for in harmony with soil microbial technologies in maximizing the water use efficiency.

Micro Irrigation

To irrigate and fertigate the plant instead of soil

❑ 69 M ha area suitable for MI (TF) ❑ APMIP launched in 2003 (0.25 M ha) ❑ TS & AP leads the country MICROIRRIGATION IN CANAL COMMANDS UNDER LIFT PROJECTS Distributory New Initiative Minor

DP 1 PVC pipe Sump 1

CROSS SECTIONAL VIEW

DP 2 PVC pipe Sump 2 ➢ Sump is required to store water during non-pumping hours ➢ Capacity depends upon a) Duty of the water b)LAYOUTArea under OF each LIMIPsump c) Operating time of irrigation system WATER DISTRIBUTION NETWORK OF LIMIP Israel leads in efficient water use

14 Farmers Day Programs

Project Achievements Importance of CC &WUE Interaction with Scientists and line dept officials Exhibition of technologies Farmers Feedback SCHOOL CHIDREN AWARENESS MEETING – CLIMAADDAPT PROJECT Our Future : YOUNG PROFESSIONALS, Students & Children

Training Workshop for Young Professional 13.30-17.00 hours, 13 October 2017 TOLTECA 1, WTC Importance of Irrigation Water Management & ClimaAdapt Project Experiences Village Knowledge Centre (VKS)

• Establish VKCs (in collaboration with Panchayat Raj Institutions) • It is a community model. MoU with village panchayat • Providing location specific and demand driven services • Contents, capacity building and linkages services • VKCs managed by the VKC Management committee Way Forward • Water is an Economic Good • Water Measurement • Demand Based Water Delivery • Virtual Water Approach • Incentivizing WUE • Irrigation Asset Management • Promoting PIM • Respect Agriculture

19 A Future concern: Food insecurity and hunger Mahatma Gandhi said: “ there are people in the world so hungry that God cannot appear to them except in the form of bread. It is our moral responsibility to eradicate this hunger from the world and make the food available. THANK YOU Status and importance of traditional water conservation system in present scenario

Dr. Sameer Vyas Smt. Beena Anand Dr. SN Sharma

Central Soil and Materials Research Station, New

28-Sep-19 6th IWW-CSMRS-SNS 27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 ➢ Water: A prime life sustaining natural resource; cannot be created like other commodities. ➢ A nature’s gift to all living beings on the earth. ➢ Is is the elixir of life. ➢ In India: Stress on availability of water is due to population explosion & improved standard of living. ➢ The scarcity is compounded further because of massive agricultural and industrial development coupled with improper and indiscriminate exploitation of groundwater resources. ➢ Only handful of countries in the globe can boast of such an extensive river network that our country has. ➢ The mighty Indus-Ganga-Brahmaputra in the North, the Narmada-Tapi- in the Central region and Godavari- -Cauvery in the South have been symbols of existence and growth of our country right from its inception. ➢ Yet, the availability of in India has its unique28-Sep-19 complexities. 6th IWW-SNS-27/09/2019 ➢Post-independence, the population of India has increased almost nearly fourfold and growth is expected to continue upto 2050 ➢Thereafter it will stabilize sometime during 2060 ➢What is required is an integrated planning, development and management of the water resources with the involvement of all stakeholders and taking into consideration the multi-sectoral needs and the judicious distribution of the water resources amongst various sectors based upon certain priorities. ➢With a view to achieve this vision, the country adopted the National Water Policy in 1987 for the first time, updated in the year 2002 and last revision took place in 2012. ➢Since then many new challenges have emerged in the water resources sector which further needs the revision in the existing National Water Policy.

28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 ✓By 2025 it is predicted that large parts of India will join countries or regions having absolute water scarcity. ✓Water stress occurs when water availability is between 1000 and 1600 cubic meter per person per year. ✓A Niti Aayog report released last year predicts Day Zero for 21 Indian cities by next year. Day Zero refers to the day when a place is likely to have no drinking water of its own. ✓According to the Niti Aayog's Composite Water Management Index (CWMI), Bengaluru, Chennai, Delhi and Hyderabad are among the most susceptible. The government has created a new Jal Shakti ministry to deal with drinking water crisis.

28-Sep-19 6th IWW-SNS-27/09/2019 ✓About 89 per cent of groundwater extracted in India is used for irrigation making it the highest category user in the country. Household use comes second with 9 per cent share of the extracted groundwater followed by industry that uses only two per cent of it.

✓Overall, 50 per cent of urban water requirement and 85 per cent of rural domestic water need are fulfilled by groundwater.

✓This kind of use has caused a reduction in groundwater levels in India by 61 per cent between 2007 and 2017, according to report by Central Ground Water Board (CGWB), presented in the last year.

✓The report prepared under the ministry of water resources cited rising population, rapid urbanisation, industrialisation and inadequate rainfall as reasons for sharp decline in groundwater volume in the country.

✓It is estimated that while 81 per cent of all households have access to 40 litres of water per day

28-Sep-19 6th IWW-SNS-27/09/2019 Water is not properly distributed where it is supplied through pipes. Mega cities like Delhi and Mumbai get more that than the standard municipal water norm of 150 litres per capita per day (LPCD) while others get 40-50 LPCD.

The World Health Organization prescribes 25 litres of water for one person a day to meet all basic hygiene and food needs. Extra available water, according to the WHO estimates, is used for non-potable purposes like mopping and cleaning.

28-Sep-19 6th IWW-SNS-27/09/2019 Wastage of water

✓Arithmetically, India is still water surplus and receives enough annual rainfall to meet the need of over one billion plus people. According to the Central Water Commission, India needs a maximum of 3,000 billion cubic metres of water a year while it receives 4,000 billion cubic metres of rain.

✓But the problem is India captures only eight per cent of its annual rainfall - among the lowest in the world. The traditional modes of water capturing in ponds have been lost to the demands of rising population and liberal implementation of town planning rules.

✓India has been also poor in treatment and re-use of household wastewater. About 80 per cent of the water reaching households in India are drained out as waste flow through sewage to pollute other water bodies including rivers and also land.

28-Sep-19 6th IWW-SNS-27/09/2019 loss of wetlands, water bodies

Almost every single city and village in the country has lost its wetlands, water bodies and even rivers to encroachment to meet the needs of rising population. Chennai that is facing acute water shortage had nearly two dozen water bodies and wetlands but most of them are out of use today. A recent assessment found that only nine of them could be reclaimed as water bodies.

The main causes of disappearance of traditional water conservation structures are: ➢ Urbanization ➢ Population ➢ Encroachments ➢ Poor sewerage structures ➢ Blocking of the recharging path ways ➢ Poor maIntenance and negligence from civic authorities ➢ Pollution

28-Sep-19 6th IWW-SNS-27/09/2019 The United Nation's (UN) World Water Development Report of 2018 harks back to the traditional nature-based solution to address water crisis. It particularly highlights two examples.

One is the good old experiment by India's waterman Rajendra Singh in which restored water resources in district through construction of small- scale water harvesting structures. This brought water back to 1,000 drought-hit villages, revived five rivers which had gone dry, increased farm productivity by 20 to 80 per cent, increased forest cover by 33 per cent and also brought back antelopes and leopards.

The other is from Jordan where an experiment in reviving traditional land management system, called 'Hima'- which basically consisted of setting land aside to allow for the land to naturally regenerate itself - that led to increase in economic growth (through cultivation of indigenous plants of economic value) and conservation of natural resources in the Zarqa river basin. It has now become Jordan's national28-Sep-19 policy. 6th IWW-SNS-27/09/2019 History tells us that floods and droughts both were regular phenomenon in ancient India. Perhaps this was the reason for the every region of country; for having its own traditional water conservation and management techniques depending upon the geographical peculiarities and cultural uniqueness. The basic concept underlying all these techniques is that rain should be harvested whenever and wherever falls.

28-Sep-19 6th IWW-SNS-27/09/2019 Archaeological evidence shows that the practice of water conservation and management is deep rooted in the science of ancient India. Excavations show that the cities of the Indus Valley Civilization had excellent systems of water conservation, harvesting and drainage system.

The settlement of Dholavira, laid out on a slope between two storm water channels, is a great example of Water Engineering.

Chanakya’s Arthashashtra mentions irrigation using water harvesting systems. Sringaverapura, near , had a sophisticated water harvesting system that used the natural slope of the land to store the floodwaters of the river Ganga

Chola King Karikala built the Grand Anicut or Kallanai across the river Cauvery to divert water for irrigation (it is still functional) while King Bhoja of Bhopal built the largest artificial lake in India. 28-Sep-19 6th IWW-SNS-27/09/2019 Drawing upon centuries of experience, Indians continued to build structures to catch, hold and store monsoon rainwater for the dry seasons to come. These traditional techniques, though less popular today, are still in use and efficient. Drawing upon centuries of experience, Indians continued to build structures to catch, hold and store monsoon rainwater for the dry seasons to come.

Water has been conserved and managed in India since antiquity, with our ancestors perfecting the art of water management. Many water conservation structures and water conveyance systems specific to the ecoregions and culture has been developed

28-Sep-19 6th IWW-SNS-27/09/2019 Encroachment of water bodies has been identified as a "major cause" of flash floods in Mumbai (2005), (2013), Jammu and Kashmir (2014) and Chennai (2015) in the past one-and- half decades.

28-Sep-19 6th IWW-SNS-27/09/2019 Their revival and better management assume even more significance if the Niti Aayog's warning is to be taken seriously: Groundwater levels in 21 major cities, including Delhi, Bangalore and Hyderabad, will dry up completely by 2020 (next year), affecting 100 million people.

28-Sep-19 6th IWW-SNS-27/09/2019 Everyday experiences and studies have shown that more and more water bodies are disappearing from the urban and rural landscapes due to uncontrolled urbanization leading to their encroachment for construction activities; dumping of sewage, industrial waste water, deposition of debris and last but not the least a shift from community-based water-use system to groundwater dependent system, etc.

28-Sep-19 6th IWW-SNS-27/09/2019 FAST DISAPPEARING WATER BODIES

According to the 4th MI census, carried out during 2006- 2007, there were 5,23,816 water bodies - declining by 32,785 from 5,56,601 water bodies identified during the 3rd MI census of 2000-2001.

Of these 5,23,816 water bodies, 80,128 (or 15 per cent) were found "not in use" any more.

Most such water bodies in disuse were found in Karnataka (51 per cent of its total water bodies), Rajasthan (40 per cent), (32 per cent), Tamil Nadu (30 per cent), Uttarkhand (29 per cent) and Gujarat (23 per cent).

28-Sep-19 6th IWW-SNS-27/09/2019 REPURPOSING REPAIR, RENOVATION AND RESTORATION SCHEME

Realizing the seriousness of problem confronting water bodies, the Centre had launched the Repair, Renovation and Restoration (RRR) of Water Bodies' scheme in 2005 with the objectives of comprehensive improvement and restoration of traditional water bodies, including increasing tank storage capacity, ground water recharge, increased availability of drinking water, improvement of catchment areas of tank commands, etc.

28-Sep-19 6th IWW-SNS-27/09/2019 Water conservation is a key element of any strategy that aims to alleviate the water scarcity crisis in India.

With rainfall patterns changing almost every year, the Indian government has started looking at means to revive the traditional systems of water harvesting in the country. Given that these methods are simple and eco- friendly for the most part, they are not just highly effective for the people who rely on them but they are also good for the environment.

28-Sep-19 6th IWW-SNS-27/09/2019 Sr. Ecological Region Traditional Water Management No. System 1. Trans - Himalayan Zing Region 2. Western Himalaya Kul, Naula, Kuhl, Khatri 3. Eastern Himalaya Apatani 4. North Eastern Hill Zabo Ranges 5. Brahmaputra Valley Dongs / Dungs/ Jampois 6. Indo-Gangetic Ahars – Pynes, Bengal’s Plains Inundation Channels, Dighis, Baolis 7. The Kunds, Kuis/beris, Baoris / Ber/ Jhalaras, , Tobas, Tankas, Khandins, Vav/Bavadi, Virdas, 28-Sep-19 6th IWW-SNS-27/09/2019Paar 8. Central Highlands Talab, Bandhis, Saza Kuva, , Naada/Bandh, Pat, Rapat, Chandela Tank, Bundela Tank 9. Eastern Highlands Katas / Mundas / Bandhas 10. Deccan Plateau Cheruvu, Kohli Tanks, Bhandaras, Phad, Kere, The Ramtek Model 11. Western Surangam 12. West Coastal Virdas Plains 13. Korambu 14. Eastern Coastal Eri / Ooranis Plains 15. The Islands Jack Wells 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 Jhalara

Jhalaras are typically rectangular-shaped step wells that have tiered steps on three or four sides. These step wells collect the subterranean seepage of an upstream reservoir or a lake. Jhalaras were built to ensure easy and regular supply of water for religious rites, royal ceremonies and community use. The city of Jodhpur has eight jhalaras, the oldest being the Mahamandir Jhalara that dates back to 1660 AD. 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 TALAB

Talabs are reservoirs that store water for household consumption and drinking purposes. They may be natural, such as the pokhariyan ponds at Tikamgarh in the region or manmade, such as the lakes of . A reservoir with an area less than five bighas is called a talai, a medium sized lake is called a bandhi and bigger lakes are called sagar or samand.

28-Sep-19 6th IWW-SNS-27/09/2019 Talab /Bandhi

28-Sep-19 6th IWW-SNS-27/09/2019 Bawaris are unique stepwells that were once a part of the ancient networks of water storage in the cities of Rajasthan. The little rain that the region received would be diverted to man-made tanks through canals built on the hilly outskirts of cities. The water would then percolate into the ground, raising the water table and recharging a deep and intricate network of aquifers. To minimise water loss through evaporation, a series of layered steps were built around the reservoirs to narrow and deepen the wells.

28-Sep-19 6th IWW-SNS-27/09/2019 Bawari

28-Sep-19 6th IWW-SNS-27/09/2019 Taanka Taanka is a traditional rainwater harvesting technique indigenous to the Thar desert region of Rajasthan. A Taanka is a cylindrical paved underground pit into which rainwater from rooftops, courtyards or artificially prepared catchments flows. Once completely filled, the water stored in a taanka can last throughout the dry season and is sufficient for a family of 5-6 members. An important element of in these arid regions, taankas can save families from the everyday drudgery of fetching water from distant sources.

28-Sep-19 6th IWW-SNS-27/09/2019 Johads Johads, one of the oldest systems used to conserve and recharge ground water, are small earthen check dams that capture and store rainwater. Constructed in an area with naturally high elevation on three sides, a storage pit is made by excavating the area, and excavated soil is used to create a wall on the fourth side. Sometimes, several johads are interconnected through deep channels, with a single outlet opening into a river or stream nearby. This prevents structural damage to the water pits that are also called madakas in Karnataka and pemghara in Odisha.

28-Sep-19 6th IWW-SNS-27/09/2019 Ahar Pynes Ahar Pynes are traditional floodwater harvesting systems indigenous to South Bihar. Ahars are reservoirs with embankments on three sides that are built at the end of diversion channels like pynes. Pynes are artificial rivulets led off from rivers to collect water in the ahars for irrigation in the dry months. Paddy cultivation in this relatively low rainfall area depends mostly on ahar pynes.

28-Sep-19 6th IWW-SNS-27/09/2019 Khadin

Khadins are ingenious constructions designed to harvest surface runoff water for agriculture. The main feature of a khadin, also called dhora, is a long earthen embankment that is built across the hill slopes of gravelly uplands. Sluices and spillways allow the excess water to drain off and the water- saturated land is then used for crop production. First designed by the Paliwal Brahmins of Jaisalmer in the 15th century, this system is very similar to the irrigation methods of the people of ancient Ur (present Iraq).

28-Sep-19 6th IWW-SNS-27/09/2019 Kund A kund is a saucer-shaped catchment area that gently slope towards the central circular underground well. Its main purpose is to harvest rainwater for drinking. Kunds dot the sandier tracts of western Rajasthan and Gujarat. Traditionally, these well-pits were covered in disinfectant lime and ash, though many modern kunds have been constructed simply with cement. Raja Sur Singh is said to have built the earliest known kunds in the village of Vadi Ka Melan in the year 1607 AD.

28-Sep-19 6th IWW-SNS-27/09/2019 Baoli Built by the nobility for civic, strategic or philanthropic reasons, baolis were secular structures from which everyone could draw water. These beautiful stepwells typically have beautiful arches, carved motifs and sometimes, rooms on their sides. The locations of baolis often suggest the way in which they were used. Baolis within villages were mainly used for utilitarian purposes and social gatherings. Baolis on trade routes were often frequented as resting places. Stepwells used exclusively for agriculture had drainage systems that channelled water into the fields.

28-Sep-19 6th IWW-SNS-27/09/2019 Nadi Found near Jodhpur in Rajasthan, nadis are village ponds that store rainwater collected from adjoining natural catchment areas. The location of a nadi has a strong bearing on its storage capacity and hence the site of a nadi is chosen after careful deliberation of its catchment and runoff characteristics. Since nadis received their water supply from erratic, torrential rainfall, large amounts of sandy sediments were regularly deposited in them, resulting in quick siltation. A local voluntary organisation, the Krishak Vikas Samiti (MKVS) has been adding systems like spillways and silt traps to old nadis and promoting afforestation of their to prevent siltation.

28-Sep-19 6th IWW-SNS-27/09/2019 Bhandara Phad Phad, a community-managed irrigation system, probably came into existence a few centuries ago. The system starts with a bhandhara (check dam) built across a river, from which kalvas (canals) branch out to carry water into the fields in the phad (agricultural block). Sandams (escapes outlets) ensure that the excess water is removed from the canals by charis (distributaries) and sarangs (field channels). The Phad system is operated on three rivers in the Tapi basin – Panjhra, Mosam and Aram – in the Dhule and Nasik districts of Maharashtra.

28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 28-Sep-19 6th IWW-SNS-27/09/2019 Sewage from housing colonies

For want of adequate sewerage network and treatment facilities domestic sewage from the catchment settlements freely flows in

28to-Sep- the19 water bodies which6th is IWW-SNS-27/09/2019 a basic challenge for management THANK YOU

28-Sep-19 6th IWW-SNS-27/09/2019 Environmental Flows Assessment For the reach of river Ganga between and Unnao

By

N.N.Rai Director, CWC Reach for which Eflow study has been carried out Haridwar to Unnao

➢Garhmukteshwar – (CA-29709 sq.km) ➢Kachlabridge – (CA-34446 sq.km) ➢Kanpur – (CA-87650 sq.km) Important facts

 At Haridwar, Ganga opens to the Gangetic Plains, where diverts a large quantity of its waters into the Upper Ganga Canal, to provide water for irrigation and other consumptive uses.

 Further, about 76 km downstream of Haridwar, at Bijnore, another barrage diverts water into the Madhya Ganga Canal but only during monsoon months.

 At Narora, there is further diversion of water into the Lower Ganga Canal from Narora barrage. Narora barrage is about 155 km downstream of barrage.

 At about 215 km downstream of Narora barrage, a left bank of river Ganga joins the river. River Kali a right bank tributary of river Ganga joins the river about 242 km downstream of Narora barrage.

 The culturable command area of Upper Ganga Canal is 9.07 lakh hectares, out of maximum irrigated area so far during kharif and rabi seasons are 3.63 lakh hectares and 3.07 lakh hectares. At present, the Middle Ganga Canal is providing the Kharif irrigation for about 57000 hectares command area. The Lower Ganga Canal System is meeting the irrigation requirements of about 4.07 lakh hectares of command area. From the barrage at Kanpur, Ganga water is being diverted to meet the drinking water requirements. Data used for the Eflow study

 Govt of : Inflow, outflow and release from Bhimgoda, Bijnor and Narora Barrages for last 10 to 15 years on daily / 10 daily basis

 CWC: 10 daily discharge data of river Ganga at: ➢ Garhmukteshwar (CA- 29709 sq.km) ➢ Kachlabridge (CA-34446 sq.km) ➢ Kanpur (CA-87650 sq.km) ➢ At least 5 Cross sections of river Ganga at each of the location viz Garhmukteshwar, Kachlabridge and Kanpur

• CIFRI: Habitat data of the river reach between Haridwar and Unnao Habitat data from CIFRI, Kolkata

Sr. No. Species Common Weight range Depth (Lean Velocity name period)

1 Labeodyocheilus Kharat 30-800 60-80 cm 0.8-1.5m/s 2 Labeodero Moyli 94-563

3 Cyprinuscarpio Golden 120-563

4 Schizothoraxrichards Noyla 80-500g onii

5 Crossocheiluslatius

6 Botialohachata Chittodha 10-175

7 Bariliusbendelisis Ral

8 Tor putitora Golden 30-800g mahaseer Analysis of data

 The discharge received from Govt of Uttar Pradesh and CWC has been analysed. From the data it has been found that release from Haridwar is generally more than 20% of the barring few exceptions.

 Release from Bijnor barrage is more than 20% of the inflow

 Release from Narora barrage during the non-monsoon period is 5 to 10% in significant number of days

 The river cross section data has been utilised HEC-RAS m0del simulation to estimate the depth of flow, top flow width and velocity for different discharges in the river. The same have been correlated with habitat data provided by CIFRI for Eflow recommendations Inflow at Haridwar, release from Bhimgoda barrage and inflow at Bijnor barrage

Inflow at Haridwar (cumec) Release from Haridwar (cumec) Inflow at Bijnor barrage (cumec) 3600 3300 3000 2700 2400 2100 1800 1500

Discharge (cumec) Discharge 1200 900 600 300

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The flow pattern shows that between Haridwar and Bijnor barrage certain amount of flow is getting added into the river from intermediate catchment, from ground water and irrigation return flow. Release from Bijnor barrage and flow observed at Garhmukteshwar Monthly release from Bijnor (cumec) Monthly flow Garhmukteshwar (cumec) 3600 3300 3000 2700 2400 2100 1800 1500 1200

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The flow pattern shows that between Bijnor and Garhmukteshwar certain amount of flow is getting added into the river from intermediate catchment, from ground water and irrigation return flow. Release from Narora barrage and flow observed at Kachhlabridge

Relese from Narora barrage (cumec) Observed at Kachhlabridge (cumec) 5100 4800 4500 4200 3900 3600 3300 3000 2700 2400 2100 1800

Discharge (cumec) Discharge 1500 1200 900 600 300

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May/09 May/12

May/08 May/11

The flow pattern shows that between Narora and Kachhlabridge certain amount of flow is getting added into the river from intermediate catchment, from ground water and irrigation return flow. Hence condition of river reach is effluent one HEC-RAS Model set up for Kachlabridge River cross section at Kachhlabridge and water surface profile

RS = 500 .025 Lege nd 163 WS PF 100% WS PF 50% 162 WS PF 40% WS PF 30% 161 WS PF 25%

WS PF 20% Elevation (m) Elevation 160 WS PF 15% WS PF 10% 159 Ground Bank Sta

100 200 300 400 500 600

Station (m) Simulation results Kachhlabridge

170 165 160 155 150 145 140 135 130 125 120 115 110 105

100 Depth (cm) Depth 95 90 85 80 75 70 65 60 55 50 45 40 0 20 40 60 80 100 120 140 160 180 200 220 240 260 280 300 Discharge (cumec) between Narora and Kanpur

HEC-RAS Model set up for Garh Mukteshwar River cross section at Garh Mukteshwar water surface profile

RS = 0 .025 Legend

WS PF 100% 198 WS PF 50% WS PF 40% 197 WS PF 30% 196 WS PF 25% WS PF 20% WS PF 15% Elevation (m) Elevation 195 WS PF 10% 194 WS PF 9 Ground 193 Bank Sta

100 200 300 400 500 600 700

Station (m) Simulation results Garh Mukteshwar

200 190 180 170 160 150 140 130 120

110 Depth (cm) Depth 100 90 80 70 60 50 40 0 20 40 60 80 100 120 140 160 180 200 220 240

Discharge (cumec) High Flows to Connect with Flood Plains

 Environmental flows regime is not only low flows, it is also concerned with high flows which establish connectivity between the river and flood plains. It is seen that high flows at various places in the river are 2600 cumec at Haridwar, 2800 cumec at Bijnor, 2800 cumec at Garhmukteshwar, 2800 cumec at Narora, and 2400 cumec at Kachlabridge. These flows stay high for about 15 days or more.

 Analysis of data by using HEC-RAS shows that during these periods, the top width is about 400 m or more and the flow inundates flood plains. Thus, the connectivity between the river and flood plains is maintained satisfactorily. Summary of E-flow recommendations

Place Eflow release during non- Eflow release during - monsoon (Oct to May) monsoon (Jun to Sep)

Haridwar barrage 36 cumec (1270 cusec) 57 cumec (2000 cusec) Bijnor Barrage 24 cumec (850 cusec approx). 48 cumec (1700 cusec approx) Narora Barrage 24 cumec (850 cusec approx). 48 cumec (1700 cusec approx) Kanpur Barrage 24 cumec (850 cusec approx). 48 cumec (1700 cusec approx)

• The above releases are the minimum releases only to ensure that discharge in the river reach in no case should be less than the above mentioned quantities.

• Ganga river has a special place in Indian culture and at numerous occasions, lakhs of pilgrims gather on its banks for bathing. Flow requirements are high during these short periods of typically one or two days.

• Such requirements can be met from natural flows, supplemented by additional water from or by reducing diversions. Thank You