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Chapter 12: Primary canal and 
Flat canal system in RCS. 
251
Topic series: 427. 
Topic 1: Flat canal system. 
Flat canal system: It is the canal where the starting and 
ending of the canal are at the same level. Water entering 
or exiting from the canal will alter the level of water in 
the canal. 
We may be creating the flat primary canal of the size of 
200 mts of breadth and 25 mts of the depth, with the 
water fill able depth of 20mts, with this each kilometer 
of FPC will be able to accommodate 0.144 TMC of water. 
252
Topic series: 427. 
Topic 1: Flat canal system. 
FPC: Length, Size and Capacity. 
Dimension of one Km of actual FPC: L×H×B 
=1000mts×25mts×200mts 
Dimension of one Km of fill able FPC: L×H×B 
=1000mts×20mts×200mts 
=3300feets×66feets×660feets 
=143748000 cubic feet. (Fourteen crore thirty seven lakh forty 
eight thousand cubic feet) 
FPC: Length, Size and Capacity. 
TMC: Thousand million cubic feet. 
=1,000×10,00,000 cubic feet. 
=1,000,000,000 cubic feet. (Hundred crore cubic feet) 
Dimension of one Km of fill able FPC:L×H×B 
=143748000 cubic feet. 
So, the capacity of One km of fill able FPC 
=143748000÷1000000000 
=0.144TMC. 253
Topic series: 427. Topic 1: Flat canal system. 
This is an example for flat canal system. 
254
Topic series: 427. 
Topic 1: Flat canal system. 
Flat canal system needs to get continuous 
supply of water from the sources where those 
sources should be able to full fill the water need 
of the entire nation continuously. For which we 
need to depend on the water of the continuously 
flowing rivers like Ganga, Yamuna and 
Brahmaputra with the water of their tributaries. 
Some of the methods by which we can bring 
these water to feed the Flat primary canals are 
mentioned in the following topics. 
255
Topic series: 428. Topic 2: RCS of India in the world. 
RCS of India in the world. 
256
Topic series: 428. Topic 2: RCS of India in the world. 
RCS of India in the world. 
RCS of India in the world. 257
Topic series: 428. Topic 2: RCS of India in the world. 
RCS of India in the world. 
RCS of India in the world. 258
Topic series: 428. Topic 2: RCS of India in the world. 
RCS of India in the world. 
RCS of India in the world. 259
Topic series: 428. Topic 2: RCS of India in the world. 
RCS of India in the world. 
RCS of India in Himalaya: 260
Topic series: 429. Topic 3: GRE (Ganga River Elevator). 
Even though the origin of the River Ganga is at 
higher level like 7756mts at Gangothri glacier, it 
becomes as low as 400 to 500 mts AMSL 
proximal to Hrushikesh. It is not possible to 
create canal from the higher place keeping in 
mind to shift the water to south India to feed the 
drought prone places in the central, northwest 
and south India. We also know that most of this 
drought prone area lies below the level of 600 
mts AMSL in the central, northwest and south 
India. 
261
Topic series: 429. Topic 3: GRE (Ganga River Elevator). 
So, to shift the water of R. Ganaga, we need to 
go to the point in River Ganga where the level of 
flow of water higher than 600mts AMSL. Even if 
we go to the place where the Ganga river is more 
than 600 mts AMSL, we may not be able to bring 
the water to the required places of the India 
because there are Himalayan range of hills 
present on the south of the R. Ganga, and we 
need to create a long distance canal for many 
thousands of kilometres over many hills, which 
may not be practical. 
262
Topic series: 429. Topic 3: GRE (Ganga River Elevator). 
So, we need to identify a place in the course of 
the Ganga river, where we can construct a wall 
across the river (River elevator / a dam like 
structure, but it is not the dam) and make the 
river to fill its water behind it, thus make its top 
surface to come up, and create the canal from 
the top and make the water to flow from the top. 
263
Topic series: 429. Topic 3: GRE (Ganga River Elevator). 
This is the proposed place for Ganga River Elevator, which is at the 
level of 443 mts AMSL at the banks of river Ganga in this place. 
264
Topic series: 429. Topic 3: GRE (Ganga River Elevator). 
The place we propose to construct the 
GRE, is proximal to the place Rishikesh. At 
this place the river will be flowing in the 
narrow valley, so that elevating the river, 
with minimal length of RE, that is less than 
one kilometre and there will be less water, 
which stay as the back water in the valley 
as this entire valley is narrow. There is less 
population distributed in this place. 
265
Topic series: 429. Topic 3: GRE (Ganga River Elevator). 
266
Topic series: 429. Topic 3: GRE (Ganga River Elevator). 
Some of the places which comes on the sides of the GRE 
back water are the Bagi and Teen dhara. 
267
Topic series: 429. Topic 3: GRE (Ganga River Elevator). 
The top of the GRE will be at the level of 950 mts AMSL, and the length of the GRE at 
the top will be 1.69 kms. 
268
Topic series: 429. Topic 3: GRE (Ganga River Elevator). 
GRE (Ganga River Elevator): 
GRE. (Point) (Latitude) (Longitude) Level in 
meters 
AMSL 
Description 
. 
(GRE ST 950) (30004’1.96”N)(780032’10.41”E) 950 South top 
(GRE NT 950) (30004’49”N) (780032’41.89”E) 950 North top 
(GRE NB 443) 
443 North 
(30004’24.34”N)(780032’25.43”E) 
bottom 
(GRE SB 443) 
(30004’22.36”N)(780032’24.06”E) 
443 South 
Bottom 
GRE Length: 1.69 kms at the top. Heading 209.81 degrees. 
GRE is going to receive the water from all the areas where its 
tributaries are present which drains in to river Ganga above the level 
of 443 mts AMSL. 
269
Topic series: 429. Topic 3: GRE (Ganga River Elevator). 
GANGA RIVER ELEVATOR-950-443-950; 
270
Topic series: 430. Topic 4: The difference between the river elevator and 
the dam. 
The difference between the river elevator and the dam are as follow. 
River elevator. Dam / Reservoir. 
It is constructed across the 
river. 
It is also constructed across 
the river. 
Select the place where the 
river valley is narrowest. 
Select the place where the 
river flows between two hills. 
Storing the water is not the 
purpose. 
Storing the water in the rainy 
seasons to use it in the 
summer season is the 
purpose. 
271
Topic series: 430. Topic 4: The difference between the river elevator and 
the dam. 
River elevator. Dam / Reservoir. 
Since it is the narrow place, 
minimal water will be stored 
as the back water. 
Place is selected in such a 
way that sufficient water 
(Capacity of the reservoir) 
should be stored in the 
reservoir, so that more water 
will be available for usage in 
summer. 
272
Topic series: 430. Topic 4: The difference between the river elevator and 
the dam. 
River elevator. Dam / Reservoir. 
The water draining canals begins 
at the top of the structure / wall / 
dam like thing. A constant volume 
of water will be present behind 
the RE all the time, only the water 
which fills above the level of the 
bottom of the draining canal will 
flow in to the canal. 
The water draining canals are at 
the bottom of the dam, so that all 
the water which is stored can be 
utilised and the dam will be made 
free to accommodate the water in 
the rainy season again. 
The volume of back water will be 
less. 
The volume of the back water is 
more. 
273
Topic series: 430. Topic 4: The difference between the river elevator and 
the dam. 
River elevator. Dam / Reservoir. 
These types of structures 
will come in the less 
populated area. 
The back water will 
occupy the more 
populated areas and thus 
impose lot of 
rehabilitation procedures. 
274
Topic series: 430. Topic 4: The difference between the river elevator and 
the dam. 
River elevator. Dam / Reservoir. 
Maintenance is easy as it is low 
pressure system (the water 
pressure at the top of the 
structure will be less, if some 
repair work has to be done for 
the gate), we can make the level 
low by allowing the river to flow 
in its natural path. 
Maintenance is difficult as it is high pressure 
system (the water pressure at the bottom of the 
structure will be high, if some repair work has to 
be done for the gate), lot of water will flow if the 
gate gets damaged and repairing the same is a 
risky procedure. Sometimes we may have to 
leave all the water before repairing the gate or 
need to wait till the summer season comes and 
the level becomes less naturally. 
People are not at risk if the gate 
gets damaged. 
People are risky if the gate gets damaged. 
275
Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930: 
The entire course of GUC (Shown in red line); 
276
Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930: 
GUC950-930: 
(Point) 
(Latitude) 
(Longitude) 
Level in 
meters 
AMSL 
Description. 
(GRE ST 950)/(GUC Start 950) 
(30004’1.96”N)(780032’10.41”E) 
950 South top of 
the GRE is the 
point from 
where the GUC 
starts 
(GUC End 930)(GUT Start 930) 
(30000’46.62”N)(780021’33.37”E) 
930 GUC ends at 
this point and 
from where the 
GUT starts. 
277
Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930: 
The total length of this Canal Reference 
Line (CRL) will be 113kms. But with the 
creation of Direct connector 1 and Canal 
elevator 1 the length of this GUC becomes 
39.5kms. So, we can save about 73 kms of 
canal creation still it receives the water 
generated in this catchment area. 
278
Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930: 
Even though GUC can irrigate the land 
which is below 900 mts AMSL, but not 
much agricultural land will be available 
between the area which is south to river 
Ganga and north to ‘GUC’, thus GUC will 
just carry the water till the starting point 
of ‘GUT’. 
279
Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930: 
Ganga upper canal: 
Total length: 113kms. 
GUC-DC1 length: 0.92kms. 
GUC-CE1 length: 2.43kms. 
GUC-DC1 saves: 29kms. 
GUC-CE1 saves: 47kms. 
So, the actual length of GUC becomes: 
40.35kms. 
280
Topic series: 432. Topic 6: GUT (Ganga – U – Tube): 
This is the starting point of the GUT. 
281
Topic series: 432. Topic 6: GUT (Ganga – U – Tube): 
The starting point of the GUT will be present to the west to the GRE, 
on the hills which are present south east to the course of the river 
Ganga. 
282
Topic series: 432. Topic 6: GUT (Ganga – U – Tube): 
The entire course of the GUT, which shift the water of the River Ganga from east 
930mts AMSL to west 870mts AMSL of the course of the River Ganga, and 
traverses beneath the river; 
283
Topic series: 432. Topic 6: GUT (Ganga – U – Tube): 
It ends little north to the place, kishanpur in Uttarakhand. 
284
Topic series: 432. Topic 6: GUT (Ganga – U – Tube): 
The end opening of the GUT is planned in such a way that it ends at 
the catchment area of the river Yamuna and the water will be 
flowing in to one of the tributaries of the River Yamuna. 
285
Topic series: 432. Topic 6: GUT (Ganga – U – Tube): 
GUT 
(Point) 
(Lattitude) 
(Longitude) 
Level in 
meters 
AMSL 
Description 
. 
(GUT Start 930) 
(30000’46.62”N)(780021’33.37”E) 
930 GUT start 
(GUT end 870) 
(300022’39.37”N)(78004’45.55”E) 
870 GUT end 
GUT Length: 54.88 kms. 
GUT just acts as the conduct between GUC and YUC, since it is a 
closed system, it is not going to receive any water, other than the 
water of the GUC. 
286
Topic series: 432. Topic 6: GUT (Ganga – U – Tube): 
GUT – YUC connector: 
287
Topic series: 432. Topic 6: GUT (Ganga – U – Tube): 
GUT-YUC Connector: 
(Point) 
(Lattitude) 
(Longitude) 
Level in meters 
AMSL 
Description. 
(GUT end 870) 
(300022’39.37”N) 
(78004’45.55”E) 
870 GUT end. 
(YUC Start 800) 
(300023’10.60”N) 
(78003’40.15”E) 
800 YUC start. 
Length: 2kms. 
This directs the water from the end of the GUT to the flat YUC. 
288
Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): 
The gap which is present between the GUC end and the YUT will be 
filled by the YUC. 
289
Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): 
This is the starting point of the YUC. 
290
Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): 
This is the entire course of the YUC, which runs on the range of 
Himalaya hills which are present north to the river Yamuna, traversing 
across the tributaries which joins the river Yamuna from the north. 
291
Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): 
YUC: 
(Point) 
(Lattitude) 
(Longitude) 
Level in meters 
AMSL 
Description. 
(YUC Start 800) 
(300023’10.60”N) 
(78003’40.15”E) 
800 YUC start. 
(YUC End 800) 
(300031’56.67”N) 
(770035’25.26”E) 
800 YUC End 
The length of the YUC will be 85.70 kms. 
YUC will receive the water from all its tributaries of River Yamuna 
which comes and joins it, above the level of 800 mts AMSL. 
292
Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): 
All along the course of the YUC, the water from many tributaries of River 
Yamuna will fill the water to the YUC, adding to the water of river Ganga 
flowing from the starting point of the YUC. 
293
Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): 
This type of receiving the water from the various tributaries will 
continue till the end of the YUC and it ends at the southern inclination 
of shivalic range of hills north to the place Majra and paontosahib. 
294
Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): 
YUC – CE 1 (Yamuna Upper Canal – Canal Elevator) It is an example to 
shorten the length of the canal, still it will receive the water from its 
catchment area. 
YUC – CE 1: (Point) 
(Lattitude) 
(Longitude) 
Level in meters 
AMSL 
Description. 
(YUC – CE 1 – North 
800) 
(300032’46.77”N) 
(770040’19.84”E) 
800 North end of the 
YUC – CE 1. 
(YUC – CE 1 – South 
800) 
(300032’2.40”N) 
(770039’3.18”E) 
800 South end of the 
YUC – CE 1. 
295
Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): 
Canal elevators are the dam like 
structures, which are constructed across 
the tributaries, along the sides of the 
canal, in such a way that, it receives the 
water from one end and discharges the 
water from the other end and vice versa, it 
is open to receive the water from proximal 
side. 296
Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): 
YUC – WE – Sutlej 800 (Yamuna Upper Canal – West Extension to R. 
Sutlej 800): It is possible to extend the YUC towards west till R. Sutlej or 
even beyond. 
297
Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): 
YUC – WE – Sutlej 
800: 
(Point) 
(Lattitude) 
(Longitude) 
Level in meters 
AMSL 
Description. 
(YUC End 800) 
(300031’56.67”N) 
(770035’25.26”E) 
800 YUC End 
(YUC WE Sutlej 800) 
(310018’20.83”N) 
(770020’15.03”E) 
800 YUC can be 
extended till this 
point or even 
298beyond if needed.
Topic series: 434 . Topic 8: YUT (Yamuna U Tube). 
It is the starting point of YUT at 800mts AMSL, 
at the southern decline of the shivalic range of 
hills of Himalaya north to the place Majra and 
Poanto sahib. 
299
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
It moves between Jagadri and Indri in the west and 
Behath and shaharan pur in the east. The course of 
the canal may be made curved to bypass the major 
city. 
300
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
The course continues towards the south, 
between Karnal and Asand on the west and 
Gangoh and Panipat on the east. 
301
The lowest point that we come across in 
course is about 217mts AMSL near 
Rohtak. The lowest point is placed in 
such the way that the cleaning 
maintainace gates at the lowest point will 
be placed facing west and this water will 
be flowing towards the west in the 
Rajasthan. 
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
302
S. N.( YUT Lowest point 217) (Latitude) (Longitude) 
1(YUT Lowest point 217) (280053’18.61”N) 
(760043’5.60”E) 
This is a tentative point. This point may change towards west after 
doing micro survey, and if the Govt. Of Nepal is accepting to Create 
the FPC4 at 300mts AMSL, as it is passing through Nepal and we 
may have to do another U tube for FPC4, close to YUT to by pass this 
depressed area. 
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
YUT Lowest point 217: 
303
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
The lowest point in the course of YUT will be 217mts AMSL, 
which is east to Rohtac, by going towards the west to Rohtac we 
will get still lower points like 210 to 200 mts AMSL, which is safer 
to go for such points so that the cleaning maintainace water will 
reach the Arabian Sea with ease. 
304
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
It is also necessary to reserve the space 
for the U tube that comes in the course of 
FPC4, and it will be moving east to YUT. 
305
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
Then the YUT will start climbing towards 
Jaipur hills between Charkidadri and 
Mahaendragarh on the west and Daola and 
Rewari on the east. 
306
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
YUT ends at the level of 700mts AMSL north 
to Neem ka tana, in Rajasthan, and 
discharges its water, which is the water of the 
river Ganga and Yamuna together. 
307
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
We can see the entire course of the YUC, both the 
straight and curved course, curved course will 
bypass all the major cities and towns, and the 
lowest point of the tube will be towards the west 
inclined land in the state Rajasthan. 
308
YUT: 
(Point) 
(Lattitude) 
(Longitude) 
Level in meters AMSL Description. 
(YUC End 800) 
(300031’56.67”N) 
(770035’25.26”E) 
800 YUC End 
(YUT End 700) 
(270049’44.91”N) 
(750056’23.27”E) 
700 Yamuna U Tube ends at 
this point. 
Yamuna U tube length will be 370.00 kms. 
YUT just acts as the conduct between YUC and FPC1, since it is a closed 
system, it is not going to receive any water, other than the water of the 
YUC. 
Topic series: 434. Topic 8: YUT (Yamuna U 
Tube). 309
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
The place where the YUT ends and the 
FPC1 begins is shown here. 
310
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
The YUT end opening is planned in such a way that, the water from it 
will fall on the declining surface of the hill, which ultimately will feed 
one of the water pathways / tributary of the River Yamuna which feeds 
the River Yamuna from south. We get about 200mts of inclined 
forceful flow of water in this place and this can be used for Hydro 
electrical project. 
311
YUT End 700 – FPC1 Start 
500 connector: 
(Point) 
(Lattitude) 
(Longitude) 
Level in meters AMSL Description. 
(YUT End 700) 
(270049’44.91”N) 
(750056’23.27”E) 
700 Yamuna U Tube end. 
(FPC 1 Start 500) 
(270049’51.06”N) 
(750056’36.71”E) 
500 Starting point of Flat 
Primary Canal 1 
The length of the connector will be 0.62 kms. 
This directs the water from the end of the YUT to the start of FPC1. 
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
YUT End 700 – FPC1 Start 500 connector 
(Yamuna U Tube End 700 to Flat Primary canal 
1 start 500 connector): 
312
Topic series: 434. Topic 8: YUT (Yamuna U Tube). 
Thus we can bring the water of River Ganga and 
Yamuna, towards the south, by passing the low 
lying land between the Himalaya range of hills in 
the north and Aravalli – Vindya range of hills in 
the south. 
313
Topic series: 435. Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end: 
We can see the various points of FPC1 
starting to the ending, and all the points will 
have the same level, that is 500mts AMSL. 
314
Topic series: 435 
Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end: 
FPC1 Start to End 500: 
(Point) 
(Lattitude) 
(Longitude) 
Level in 
meters 
AMSL 
Description. 
(FPC 1 Start 500) 
(270049’51.06”N) 
(750056’36.71”E) 
500 Starting point of Flat 
Primary Canal 1 
(FPC 1 End Chittar 500) 
(8024’5.56”N) 
(77030’10.66”E) 
500 The ending point of Flat 
Primary channel 1 at R. 
Chittar in TN. 
315
Topic series: 435 
Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end: 
The total length of FPC1 will be 
7675.38kms. It has west and east 
extensions. The length of the west 
extension will be 967.86 kms and 
the length of the east extension will 
be 3889.07kms. Thus the total 
length of the FPC1 becomes 
12532.31kms. 
316
Topic series: 435 
Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end: 
FPC1 will receive water from the river Ganga, 
Yamuna, from all the hills like Aravalli range of 
hills (all around, above the level of 500mts 
AMSL), vindya range of hills (from north flowing 
rivers), Mahadeo hills (from east flowing rivers), 
maikala and ramgarh hills (all around, above 
the level of 500mts AMSL), dandakaranya 
(above the level of 500mts AMSL), satpura – 
sahyadri – balghat – harishchandra - palkonda 
range of hills, Bangalore platue, nigiri – palani – 
cardamom hills by the east flowing rivers above 
the level of 500mts AMSL. 
317
Topic series: 435 
Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end: 
This is going to supply water to all the 
lands of the India, which are less than 
500mts AMSL, except, the areas which are 
north to Ganga and Yamuna river, north 
eastern states and Jammu & Kashmir. 
318
Topic series: 436 
Topic 10: FPC 2 (Flat Primary Canal 2) 900 Start to end: 
FPC 2 Start to End 900: 
(Point) 
(Lattitude) 
(Longitude) 
Level in meters 
AMSL 
Description. 
(FPC 2 Start Palar North end 
900) 
(130026’16.11”N) 
(78001’24.60”E) 
900 Starting point of Flat Primary 
Canal 2 at R. Palar. It is the north 
end of the FPC2 at Karnataka AP 
border 
(FPC 2 End Palar South end 
900) 
(11053’13.74”N) 
(77017’41.29”E) 
900 The ending point of Flat Primary 
channel 2 at R. Palar in Karnataka 
TN border. 
The total length of the FPC2 will be 1016.62kms. 
It receives the water from the western Ghats above the level of 900mts AMSL, and 
distributes water to the land between 900 to 500mts AMSL, in Bangalore platue. 
319
Topic series: 437 
Topic 11: PC4 (Primary Canal 4) Start Kupili 340 to end Amo 250: 
PC4 Start Kupili 340 to End Amo 
250: 
(Point) 
(Lattitude) 
(Longitude) 
Level in 
meters 
AMSL 
Description. 
(PC 4 Start Kupili 340) 
(250035’23.34”N) (920041’4.06”E) 
340 Starting point of Primary Canal 4 
at R. Kupili. 
(PC 4 End Amo 250) 
(26053’6.90”N) 
(89020’4.53”E) 
250 The ending point of Primary 
channel 4 at R. Amo. 
PC4 is a declining canal with unidirectional flow of water, from (PC 4 Start Kupili 
340) to (PC 4 End Amo 250), which receives the water from the Himalayan range of 
hill, that is the river Brahmaputra and its tributaries, and will be able to supply 
water to all the places below the level of the canal. 
320
Topic series: 438 
Topic 12: FPC4 (Flat Primary Canal 4) Start250 to end250: 
FPC4 Start to End 250: 
(Point) 
(Lattitude) 
(Longitude) 
Level in meters AMSL Description. 
(FPC 4 End Amo 250) 
(26053’6.90”N) 
(89020’4.53”E) 
250 The ending point of 
Primary channel 4 at R. 
Amo becomes the starting 
point of FPC4. 
(FPC 4 End Chittar 250) 
(8024’48.35”N) 
(77030’39.12”E) 
250 The ending point of Flat 
Primary channel 4 at R. 
Chittar in TN. 
FPC 4 – 250 or 300 or other levels will be decided only after discussing the issue 
with the government of Nepal, as the south border of Nepal is at the low level, 
which is less than 100mts AMSL, in most of the south border. Thus have not gone 
in details of this canal, as its level may change as per the cooperation given by the 
government of Nepal. 
321
Details of DCC, CE of himalaya: 
Topic series: 439. Topic 13: GUC DCC1 and CE1; 
GUC DCC 1 (Ganga Upper Canal Direct Canal Connector 
1): 
322
Details of DCC, CE of himalaya: 
Topic series: 439. Topic 13: GUC DCC1 and CE1; 
GUC DCC 1 (Ganga Upper Canal Direct Canal Connector 1): 
323
S. N.( GUC DCC 1 point) (Latitude) (Longitude) 
1(GUC DCC 1 Start 950) (30002’55.56”N) 
(780027’42.83”E) 
2(GUC DCC 1 Peak 1155) (30002’56.28”N) 
(780027’29.31”E) 
3(GUC DCC 1 End 950) (30002’51.14”N) 
(780027’9.04”E) 
The length of this DCC is 0.92 kms, and with this we will save 
29 kms of GUC creation. 
Details of DCC, CE of himalaya: 
Topic series: 439. Topic 13: GUC DCC1 and 
CE1; 
GUC DCC 1 (Ganga Upper Canal 
Direct Canal Connector 1): 
324
DCC (Direct Canal Connectors are nothing 
but the can which we going to create 
through some elevated area in between. 
This is done by calculating the cost 
involved in creating the long canal versus 
the DCC. DCC will not reduce the water 
received by the canal as the rain water 
ultimately reaches the canal through the 
intersecting water pathways. 
Details of DCC, CE of himalaya: 
Topic series: 439. Topic 13: GUC DCC1 and CE1; 
325
Details of DCC, CE of himalaya: 
Topic series: 439. Topic 13: GUC DCC1 and CE1; 
GUC – CE 1 (Ganga Upper Canal – Canal Elevator 1): 
326
S. N.(GUC – CE 1 point) (Latitude) (Longitude) 
1(GUC – CE 1Start 950) (30001’29.97”N) 
(780027’9.37”E) 
2(GUC – CE 1 Bottom 575) (30001’8.42”N) 
(780026’29.90”E) 
3(GUC – CE 1 End 950) (30000’47.91”N) 
(780025’52.72”E) 
The length of the GUC – CE 1 is 2.43kms, and with this we can 
save 47kms of GUC creation. 
Details of DCC, CE of himalaya: 
Topic series: 439. Topic 13: GUC DCC1 and CE1; 
GUC – CE 1 (Ganga Upper Canal – Canal Elevator 1): 
327
Details of DCC, CE of himalaya: 
Topic series: 439. Topic 13: GUC DCC1 and CE1; 
GUC – CE 1 (Ganga Upper Canal – Canal Elevator 1): 
With the GUC – CE, the back water is going to 
occupy the area below 950mts behind the canal 
elevator. 
328
Details of DCC, CE of himalaya: 
Topic series: 439. Topic 13: GUC DCC1 and CE1; 
GANGA UPPER CANAL - CANAL ELEVATOR1 shortens the 
length of creation of the canal. 
329
Details of DCC, CE of himalaya: 
Topic series: 439. Topic 13: GUC DCC1 and CE1; 
GANGA UPPER CANAL - CANAL ELEVATOR1; 
330
Topic series: 440. Topic 14: YUC 800 Points: 
T1 to YUC800: 
331
Topic series: 440. Topic 14: YUC 800 Points: 
T2 to YUC800: 
332
Topic series: 440. Topic 14: YUC 800 Points: 
T3 to YUC800: 
333
Topic series: 440. Topic 14: YUC 800 Points: 
T4 to YUC800: 
334
Topic series: 440. Topic 14: YUC 800 Points: 
T5 to YUC800: 
335
S. N.(YUC 800 Points) (Latitude) (Longitude) 
(T1 to Yamuna YUC 800) (300024’57.37”N) 
(78000’28.08”E) 
(T2 to Yamuna YUC 800) (300025’3.90”N) 
(770058’22.17”E) 
(T3 to Yamuna YUC 800) (300025’50.88”N) 
(770057’9.43”E) 
(T4 to Yamuna YUC 800) (300026’48.51”N) 
(770054’48.69”E) 
(T5 to Yamuna YUC 800) (300028’3.77”N) 
(770053’29.21”E) 
(T6 to Yamuna YUC 800) (300030’47.98”N) 
(78001’58.56”E) 
(T7 to Yamuna YUC 800) (300046’39.33”N) 
(770041’10.12”E) 
(T8 to Yamuna YUC 800) (300047’6.71”N) 
(770017’32.84”E) 
336 
Topic series: 440. Topic 14: YUC 800 Points:
Topic series: 440. Topic 14: YUC 800 Points: 
YUC T6 CE 800 (Yamuna Upper Canal Tributary 6 Canal 
Elevator): 
337
S. N.( YUC T6 CE 800 point) (Latitude) (Longitude) 
1(YUC T6 CE 800 Start) (300031’1.95”N) 
(770053’49.64”E) 
2(YUC T6 CE 535 Bottom) (300031’17.08”N) 
(770053’7.91”E) 
3(YUC T6 CE 800 End) (300031’25.51”N) 
(770052’45.23”E) 
Length 1.87kms 
Topic series: 440. Topic 14: YUC 800 Points: 
338
Topic series: 440. Topic 14: YUC 800 Points: 
YUC T7 CE 800 (Yamuna Upper Canal Tributary 7 Canal Elevator): 
339
S. N.( YUC T7 CE 800 point) (Latitude) (Longitude) 
1(YUC T7 CE 800 Start) (300033’4.75”N) 
(770049’38.26”E) 
2(YUC T7 CE 500 Bottom) (300033’7.33”N) 
(770079’19.27”E) 
3(YUC T7 CE 800 End) (300033’10.30”N) 
(770049’3.70”E) 
Length 0.94kms 
Topic series: 440. Topic 14: YUC 800 Points: 
340
Topic series: 440. Topic 14: YUC 800 Points: 
YUC T8 CE 800 (Yamuna Upper Canal Tributary 8 Canal Elevator): 
341
S. N.( YUC T8 CE 800 point) (Latitude) (Longitude) 
1(YUC T8 CE 800 Start) (300032’46.77”N) 
(770040’19.84”E) 
2(YUC T8 CE 470 Bottom) (300032’29.78”N) 
(770039’52.88”E) 
3(YUC T8 CE 800 End) (300032’2.40”N) 
(770039’3.18”E) 
Length 2.46kms 
Topic series: 440. Topic 14: YUC 800 
Points: 342
SN. Description. Length in kms 
 1. GRE – 950 1.69 
 2. GUC Start 950 to End 930 40.35 
 3. GUT Start 930 to End 870 54.90 
 4. GUT End 870 to YUC Start 800 2.00 
 5. YUC 800(Flat) 85.70 
 6. YUT Start 800 to End 700 370.00 
 7. YUT End 700 to FPC1 Start 500 0.62 
Total length: 555.26 
Topic series: 441 . Topic 15: Lengths of GRE – 950 to the FPC1 start. 
Lengths of GRE – 950 to the FPC1 start, which is the path, 
where all the elevations and the depressions coming in the 
path are by passed with suitable methods: The length of 
this path will be about five to six hundred kilometres. 
343

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Interlinking rivers 5 - Interlinking Indian Rivers - Short Presentation 4 - PC and FPC in Reticular Canal Systems (Refer Chapter 12.3)

  • 1. Chapter 12: Primary canal and Flat canal system in RCS. 251
  • 2. Topic series: 427. Topic 1: Flat canal system. Flat canal system: It is the canal where the starting and ending of the canal are at the same level. Water entering or exiting from the canal will alter the level of water in the canal. We may be creating the flat primary canal of the size of 200 mts of breadth and 25 mts of the depth, with the water fill able depth of 20mts, with this each kilometer of FPC will be able to accommodate 0.144 TMC of water. 252
  • 3. Topic series: 427. Topic 1: Flat canal system. FPC: Length, Size and Capacity. Dimension of one Km of actual FPC: L×H×B =1000mts×25mts×200mts Dimension of one Km of fill able FPC: L×H×B =1000mts×20mts×200mts =3300feets×66feets×660feets =143748000 cubic feet. (Fourteen crore thirty seven lakh forty eight thousand cubic feet) FPC: Length, Size and Capacity. TMC: Thousand million cubic feet. =1,000×10,00,000 cubic feet. =1,000,000,000 cubic feet. (Hundred crore cubic feet) Dimension of one Km of fill able FPC:L×H×B =143748000 cubic feet. So, the capacity of One km of fill able FPC =143748000÷1000000000 =0.144TMC. 253
  • 4. Topic series: 427. Topic 1: Flat canal system. This is an example for flat canal system. 254
  • 5. Topic series: 427. Topic 1: Flat canal system. Flat canal system needs to get continuous supply of water from the sources where those sources should be able to full fill the water need of the entire nation continuously. For which we need to depend on the water of the continuously flowing rivers like Ganga, Yamuna and Brahmaputra with the water of their tributaries. Some of the methods by which we can bring these water to feed the Flat primary canals are mentioned in the following topics. 255
  • 6. Topic series: 428. Topic 2: RCS of India in the world. RCS of India in the world. 256
  • 7. Topic series: 428. Topic 2: RCS of India in the world. RCS of India in the world. RCS of India in the world. 257
  • 8. Topic series: 428. Topic 2: RCS of India in the world. RCS of India in the world. RCS of India in the world. 258
  • 9. Topic series: 428. Topic 2: RCS of India in the world. RCS of India in the world. RCS of India in the world. 259
  • 10. Topic series: 428. Topic 2: RCS of India in the world. RCS of India in the world. RCS of India in Himalaya: 260
  • 11. Topic series: 429. Topic 3: GRE (Ganga River Elevator). Even though the origin of the River Ganga is at higher level like 7756mts at Gangothri glacier, it becomes as low as 400 to 500 mts AMSL proximal to Hrushikesh. It is not possible to create canal from the higher place keeping in mind to shift the water to south India to feed the drought prone places in the central, northwest and south India. We also know that most of this drought prone area lies below the level of 600 mts AMSL in the central, northwest and south India. 261
  • 12. Topic series: 429. Topic 3: GRE (Ganga River Elevator). So, to shift the water of R. Ganaga, we need to go to the point in River Ganga where the level of flow of water higher than 600mts AMSL. Even if we go to the place where the Ganga river is more than 600 mts AMSL, we may not be able to bring the water to the required places of the India because there are Himalayan range of hills present on the south of the R. Ganga, and we need to create a long distance canal for many thousands of kilometres over many hills, which may not be practical. 262
  • 13. Topic series: 429. Topic 3: GRE (Ganga River Elevator). So, we need to identify a place in the course of the Ganga river, where we can construct a wall across the river (River elevator / a dam like structure, but it is not the dam) and make the river to fill its water behind it, thus make its top surface to come up, and create the canal from the top and make the water to flow from the top. 263
  • 14. Topic series: 429. Topic 3: GRE (Ganga River Elevator). This is the proposed place for Ganga River Elevator, which is at the level of 443 mts AMSL at the banks of river Ganga in this place. 264
  • 15. Topic series: 429. Topic 3: GRE (Ganga River Elevator). The place we propose to construct the GRE, is proximal to the place Rishikesh. At this place the river will be flowing in the narrow valley, so that elevating the river, with minimal length of RE, that is less than one kilometre and there will be less water, which stay as the back water in the valley as this entire valley is narrow. There is less population distributed in this place. 265
  • 16. Topic series: 429. Topic 3: GRE (Ganga River Elevator). 266
  • 17. Topic series: 429. Topic 3: GRE (Ganga River Elevator). Some of the places which comes on the sides of the GRE back water are the Bagi and Teen dhara. 267
  • 18. Topic series: 429. Topic 3: GRE (Ganga River Elevator). The top of the GRE will be at the level of 950 mts AMSL, and the length of the GRE at the top will be 1.69 kms. 268
  • 19. Topic series: 429. Topic 3: GRE (Ganga River Elevator). GRE (Ganga River Elevator): GRE. (Point) (Latitude) (Longitude) Level in meters AMSL Description . (GRE ST 950) (30004’1.96”N)(780032’10.41”E) 950 South top (GRE NT 950) (30004’49”N) (780032’41.89”E) 950 North top (GRE NB 443) 443 North (30004’24.34”N)(780032’25.43”E) bottom (GRE SB 443) (30004’22.36”N)(780032’24.06”E) 443 South Bottom GRE Length: 1.69 kms at the top. Heading 209.81 degrees. GRE is going to receive the water from all the areas where its tributaries are present which drains in to river Ganga above the level of 443 mts AMSL. 269
  • 20. Topic series: 429. Topic 3: GRE (Ganga River Elevator). GANGA RIVER ELEVATOR-950-443-950; 270
  • 21. Topic series: 430. Topic 4: The difference between the river elevator and the dam. The difference between the river elevator and the dam are as follow. River elevator. Dam / Reservoir. It is constructed across the river. It is also constructed across the river. Select the place where the river valley is narrowest. Select the place where the river flows between two hills. Storing the water is not the purpose. Storing the water in the rainy seasons to use it in the summer season is the purpose. 271
  • 22. Topic series: 430. Topic 4: The difference between the river elevator and the dam. River elevator. Dam / Reservoir. Since it is the narrow place, minimal water will be stored as the back water. Place is selected in such a way that sufficient water (Capacity of the reservoir) should be stored in the reservoir, so that more water will be available for usage in summer. 272
  • 23. Topic series: 430. Topic 4: The difference between the river elevator and the dam. River elevator. Dam / Reservoir. The water draining canals begins at the top of the structure / wall / dam like thing. A constant volume of water will be present behind the RE all the time, only the water which fills above the level of the bottom of the draining canal will flow in to the canal. The water draining canals are at the bottom of the dam, so that all the water which is stored can be utilised and the dam will be made free to accommodate the water in the rainy season again. The volume of back water will be less. The volume of the back water is more. 273
  • 24. Topic series: 430. Topic 4: The difference between the river elevator and the dam. River elevator. Dam / Reservoir. These types of structures will come in the less populated area. The back water will occupy the more populated areas and thus impose lot of rehabilitation procedures. 274
  • 25. Topic series: 430. Topic 4: The difference between the river elevator and the dam. River elevator. Dam / Reservoir. Maintenance is easy as it is low pressure system (the water pressure at the top of the structure will be less, if some repair work has to be done for the gate), we can make the level low by allowing the river to flow in its natural path. Maintenance is difficult as it is high pressure system (the water pressure at the bottom of the structure will be high, if some repair work has to be done for the gate), lot of water will flow if the gate gets damaged and repairing the same is a risky procedure. Sometimes we may have to leave all the water before repairing the gate or need to wait till the summer season comes and the level becomes less naturally. People are not at risk if the gate gets damaged. People are risky if the gate gets damaged. 275
  • 26. Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930: The entire course of GUC (Shown in red line); 276
  • 27. Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930: GUC950-930: (Point) (Latitude) (Longitude) Level in meters AMSL Description. (GRE ST 950)/(GUC Start 950) (30004’1.96”N)(780032’10.41”E) 950 South top of the GRE is the point from where the GUC starts (GUC End 930)(GUT Start 930) (30000’46.62”N)(780021’33.37”E) 930 GUC ends at this point and from where the GUT starts. 277
  • 28. Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930: The total length of this Canal Reference Line (CRL) will be 113kms. But with the creation of Direct connector 1 and Canal elevator 1 the length of this GUC becomes 39.5kms. So, we can save about 73 kms of canal creation still it receives the water generated in this catchment area. 278
  • 29. Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930: Even though GUC can irrigate the land which is below 900 mts AMSL, but not much agricultural land will be available between the area which is south to river Ganga and north to ‘GUC’, thus GUC will just carry the water till the starting point of ‘GUT’. 279
  • 30. Topic series: 431. Topic 5: GUC (Ganga Upper Canal) 950-930: Ganga upper canal: Total length: 113kms. GUC-DC1 length: 0.92kms. GUC-CE1 length: 2.43kms. GUC-DC1 saves: 29kms. GUC-CE1 saves: 47kms. So, the actual length of GUC becomes: 40.35kms. 280
  • 31. Topic series: 432. Topic 6: GUT (Ganga – U – Tube): This is the starting point of the GUT. 281
  • 32. Topic series: 432. Topic 6: GUT (Ganga – U – Tube): The starting point of the GUT will be present to the west to the GRE, on the hills which are present south east to the course of the river Ganga. 282
  • 33. Topic series: 432. Topic 6: GUT (Ganga – U – Tube): The entire course of the GUT, which shift the water of the River Ganga from east 930mts AMSL to west 870mts AMSL of the course of the River Ganga, and traverses beneath the river; 283
  • 34. Topic series: 432. Topic 6: GUT (Ganga – U – Tube): It ends little north to the place, kishanpur in Uttarakhand. 284
  • 35. Topic series: 432. Topic 6: GUT (Ganga – U – Tube): The end opening of the GUT is planned in such a way that it ends at the catchment area of the river Yamuna and the water will be flowing in to one of the tributaries of the River Yamuna. 285
  • 36. Topic series: 432. Topic 6: GUT (Ganga – U – Tube): GUT (Point) (Lattitude) (Longitude) Level in meters AMSL Description . (GUT Start 930) (30000’46.62”N)(780021’33.37”E) 930 GUT start (GUT end 870) (300022’39.37”N)(78004’45.55”E) 870 GUT end GUT Length: 54.88 kms. GUT just acts as the conduct between GUC and YUC, since it is a closed system, it is not going to receive any water, other than the water of the GUC. 286
  • 37. Topic series: 432. Topic 6: GUT (Ganga – U – Tube): GUT – YUC connector: 287
  • 38. Topic series: 432. Topic 6: GUT (Ganga – U – Tube): GUT-YUC Connector: (Point) (Lattitude) (Longitude) Level in meters AMSL Description. (GUT end 870) (300022’39.37”N) (78004’45.55”E) 870 GUT end. (YUC Start 800) (300023’10.60”N) (78003’40.15”E) 800 YUC start. Length: 2kms. This directs the water from the end of the GUT to the flat YUC. 288
  • 39. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): The gap which is present between the GUC end and the YUT will be filled by the YUC. 289
  • 40. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): This is the starting point of the YUC. 290
  • 41. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): This is the entire course of the YUC, which runs on the range of Himalaya hills which are present north to the river Yamuna, traversing across the tributaries which joins the river Yamuna from the north. 291
  • 42. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): YUC: (Point) (Lattitude) (Longitude) Level in meters AMSL Description. (YUC Start 800) (300023’10.60”N) (78003’40.15”E) 800 YUC start. (YUC End 800) (300031’56.67”N) (770035’25.26”E) 800 YUC End The length of the YUC will be 85.70 kms. YUC will receive the water from all its tributaries of River Yamuna which comes and joins it, above the level of 800 mts AMSL. 292
  • 43. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): All along the course of the YUC, the water from many tributaries of River Yamuna will fill the water to the YUC, adding to the water of river Ganga flowing from the starting point of the YUC. 293
  • 44. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): This type of receiving the water from the various tributaries will continue till the end of the YUC and it ends at the southern inclination of shivalic range of hills north to the place Majra and paontosahib. 294
  • 45. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): YUC – CE 1 (Yamuna Upper Canal – Canal Elevator) It is an example to shorten the length of the canal, still it will receive the water from its catchment area. YUC – CE 1: (Point) (Lattitude) (Longitude) Level in meters AMSL Description. (YUC – CE 1 – North 800) (300032’46.77”N) (770040’19.84”E) 800 North end of the YUC – CE 1. (YUC – CE 1 – South 800) (300032’2.40”N) (770039’3.18”E) 800 South end of the YUC – CE 1. 295
  • 46. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): Canal elevators are the dam like structures, which are constructed across the tributaries, along the sides of the canal, in such a way that, it receives the water from one end and discharges the water from the other end and vice versa, it is open to receive the water from proximal side. 296
  • 47. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): YUC – WE – Sutlej 800 (Yamuna Upper Canal – West Extension to R. Sutlej 800): It is possible to extend the YUC towards west till R. Sutlej or even beyond. 297
  • 48. Topic series: 433. Topic 7: YUC (Yamuna Upper Canal): YUC – WE – Sutlej 800: (Point) (Lattitude) (Longitude) Level in meters AMSL Description. (YUC End 800) (300031’56.67”N) (770035’25.26”E) 800 YUC End (YUC WE Sutlej 800) (310018’20.83”N) (770020’15.03”E) 800 YUC can be extended till this point or even 298beyond if needed.
  • 49. Topic series: 434 . Topic 8: YUT (Yamuna U Tube). It is the starting point of YUT at 800mts AMSL, at the southern decline of the shivalic range of hills of Himalaya north to the place Majra and Poanto sahib. 299
  • 50. Topic series: 434. Topic 8: YUT (Yamuna U Tube). It moves between Jagadri and Indri in the west and Behath and shaharan pur in the east. The course of the canal may be made curved to bypass the major city. 300
  • 51. Topic series: 434. Topic 8: YUT (Yamuna U Tube). The course continues towards the south, between Karnal and Asand on the west and Gangoh and Panipat on the east. 301
  • 52. The lowest point that we come across in course is about 217mts AMSL near Rohtak. The lowest point is placed in such the way that the cleaning maintainace gates at the lowest point will be placed facing west and this water will be flowing towards the west in the Rajasthan. Topic series: 434. Topic 8: YUT (Yamuna U Tube). 302
  • 53. S. N.( YUT Lowest point 217) (Latitude) (Longitude) 1(YUT Lowest point 217) (280053’18.61”N) (760043’5.60”E) This is a tentative point. This point may change towards west after doing micro survey, and if the Govt. Of Nepal is accepting to Create the FPC4 at 300mts AMSL, as it is passing through Nepal and we may have to do another U tube for FPC4, close to YUT to by pass this depressed area. Topic series: 434. Topic 8: YUT (Yamuna U Tube). YUT Lowest point 217: 303
  • 54. Topic series: 434. Topic 8: YUT (Yamuna U Tube). The lowest point in the course of YUT will be 217mts AMSL, which is east to Rohtac, by going towards the west to Rohtac we will get still lower points like 210 to 200 mts AMSL, which is safer to go for such points so that the cleaning maintainace water will reach the Arabian Sea with ease. 304
  • 55. Topic series: 434. Topic 8: YUT (Yamuna U Tube). It is also necessary to reserve the space for the U tube that comes in the course of FPC4, and it will be moving east to YUT. 305
  • 56. Topic series: 434. Topic 8: YUT (Yamuna U Tube). Then the YUT will start climbing towards Jaipur hills between Charkidadri and Mahaendragarh on the west and Daola and Rewari on the east. 306
  • 57. Topic series: 434. Topic 8: YUT (Yamuna U Tube). YUT ends at the level of 700mts AMSL north to Neem ka tana, in Rajasthan, and discharges its water, which is the water of the river Ganga and Yamuna together. 307
  • 58. Topic series: 434. Topic 8: YUT (Yamuna U Tube). We can see the entire course of the YUC, both the straight and curved course, curved course will bypass all the major cities and towns, and the lowest point of the tube will be towards the west inclined land in the state Rajasthan. 308
  • 59. YUT: (Point) (Lattitude) (Longitude) Level in meters AMSL Description. (YUC End 800) (300031’56.67”N) (770035’25.26”E) 800 YUC End (YUT End 700) (270049’44.91”N) (750056’23.27”E) 700 Yamuna U Tube ends at this point. Yamuna U tube length will be 370.00 kms. YUT just acts as the conduct between YUC and FPC1, since it is a closed system, it is not going to receive any water, other than the water of the YUC. Topic series: 434. Topic 8: YUT (Yamuna U Tube). 309
  • 60. Topic series: 434. Topic 8: YUT (Yamuna U Tube). The place where the YUT ends and the FPC1 begins is shown here. 310
  • 61. Topic series: 434. Topic 8: YUT (Yamuna U Tube). The YUT end opening is planned in such a way that, the water from it will fall on the declining surface of the hill, which ultimately will feed one of the water pathways / tributary of the River Yamuna which feeds the River Yamuna from south. We get about 200mts of inclined forceful flow of water in this place and this can be used for Hydro electrical project. 311
  • 62. YUT End 700 – FPC1 Start 500 connector: (Point) (Lattitude) (Longitude) Level in meters AMSL Description. (YUT End 700) (270049’44.91”N) (750056’23.27”E) 700 Yamuna U Tube end. (FPC 1 Start 500) (270049’51.06”N) (750056’36.71”E) 500 Starting point of Flat Primary Canal 1 The length of the connector will be 0.62 kms. This directs the water from the end of the YUT to the start of FPC1. Topic series: 434. Topic 8: YUT (Yamuna U Tube). YUT End 700 – FPC1 Start 500 connector (Yamuna U Tube End 700 to Flat Primary canal 1 start 500 connector): 312
  • 63. Topic series: 434. Topic 8: YUT (Yamuna U Tube). Thus we can bring the water of River Ganga and Yamuna, towards the south, by passing the low lying land between the Himalaya range of hills in the north and Aravalli – Vindya range of hills in the south. 313
  • 64. Topic series: 435. Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end: We can see the various points of FPC1 starting to the ending, and all the points will have the same level, that is 500mts AMSL. 314
  • 65. Topic series: 435 Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end: FPC1 Start to End 500: (Point) (Lattitude) (Longitude) Level in meters AMSL Description. (FPC 1 Start 500) (270049’51.06”N) (750056’36.71”E) 500 Starting point of Flat Primary Canal 1 (FPC 1 End Chittar 500) (8024’5.56”N) (77030’10.66”E) 500 The ending point of Flat Primary channel 1 at R. Chittar in TN. 315
  • 66. Topic series: 435 Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end: The total length of FPC1 will be 7675.38kms. It has west and east extensions. The length of the west extension will be 967.86 kms and the length of the east extension will be 3889.07kms. Thus the total length of the FPC1 becomes 12532.31kms. 316
  • 67. Topic series: 435 Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end: FPC1 will receive water from the river Ganga, Yamuna, from all the hills like Aravalli range of hills (all around, above the level of 500mts AMSL), vindya range of hills (from north flowing rivers), Mahadeo hills (from east flowing rivers), maikala and ramgarh hills (all around, above the level of 500mts AMSL), dandakaranya (above the level of 500mts AMSL), satpura – sahyadri – balghat – harishchandra - palkonda range of hills, Bangalore platue, nigiri – palani – cardamom hills by the east flowing rivers above the level of 500mts AMSL. 317
  • 68. Topic series: 435 Topic 9: FPC1 (Flat Primary Canal 1) 500 Start to end: This is going to supply water to all the lands of the India, which are less than 500mts AMSL, except, the areas which are north to Ganga and Yamuna river, north eastern states and Jammu & Kashmir. 318
  • 69. Topic series: 436 Topic 10: FPC 2 (Flat Primary Canal 2) 900 Start to end: FPC 2 Start to End 900: (Point) (Lattitude) (Longitude) Level in meters AMSL Description. (FPC 2 Start Palar North end 900) (130026’16.11”N) (78001’24.60”E) 900 Starting point of Flat Primary Canal 2 at R. Palar. It is the north end of the FPC2 at Karnataka AP border (FPC 2 End Palar South end 900) (11053’13.74”N) (77017’41.29”E) 900 The ending point of Flat Primary channel 2 at R. Palar in Karnataka TN border. The total length of the FPC2 will be 1016.62kms. It receives the water from the western Ghats above the level of 900mts AMSL, and distributes water to the land between 900 to 500mts AMSL, in Bangalore platue. 319
  • 70. Topic series: 437 Topic 11: PC4 (Primary Canal 4) Start Kupili 340 to end Amo 250: PC4 Start Kupili 340 to End Amo 250: (Point) (Lattitude) (Longitude) Level in meters AMSL Description. (PC 4 Start Kupili 340) (250035’23.34”N) (920041’4.06”E) 340 Starting point of Primary Canal 4 at R. Kupili. (PC 4 End Amo 250) (26053’6.90”N) (89020’4.53”E) 250 The ending point of Primary channel 4 at R. Amo. PC4 is a declining canal with unidirectional flow of water, from (PC 4 Start Kupili 340) to (PC 4 End Amo 250), which receives the water from the Himalayan range of hill, that is the river Brahmaputra and its tributaries, and will be able to supply water to all the places below the level of the canal. 320
  • 71. Topic series: 438 Topic 12: FPC4 (Flat Primary Canal 4) Start250 to end250: FPC4 Start to End 250: (Point) (Lattitude) (Longitude) Level in meters AMSL Description. (FPC 4 End Amo 250) (26053’6.90”N) (89020’4.53”E) 250 The ending point of Primary channel 4 at R. Amo becomes the starting point of FPC4. (FPC 4 End Chittar 250) (8024’48.35”N) (77030’39.12”E) 250 The ending point of Flat Primary channel 4 at R. Chittar in TN. FPC 4 – 250 or 300 or other levels will be decided only after discussing the issue with the government of Nepal, as the south border of Nepal is at the low level, which is less than 100mts AMSL, in most of the south border. Thus have not gone in details of this canal, as its level may change as per the cooperation given by the government of Nepal. 321
  • 72. Details of DCC, CE of himalaya: Topic series: 439. Topic 13: GUC DCC1 and CE1; GUC DCC 1 (Ganga Upper Canal Direct Canal Connector 1): 322
  • 73. Details of DCC, CE of himalaya: Topic series: 439. Topic 13: GUC DCC1 and CE1; GUC DCC 1 (Ganga Upper Canal Direct Canal Connector 1): 323
  • 74. S. N.( GUC DCC 1 point) (Latitude) (Longitude) 1(GUC DCC 1 Start 950) (30002’55.56”N) (780027’42.83”E) 2(GUC DCC 1 Peak 1155) (30002’56.28”N) (780027’29.31”E) 3(GUC DCC 1 End 950) (30002’51.14”N) (780027’9.04”E) The length of this DCC is 0.92 kms, and with this we will save 29 kms of GUC creation. Details of DCC, CE of himalaya: Topic series: 439. Topic 13: GUC DCC1 and CE1; GUC DCC 1 (Ganga Upper Canal Direct Canal Connector 1): 324
  • 75. DCC (Direct Canal Connectors are nothing but the can which we going to create through some elevated area in between. This is done by calculating the cost involved in creating the long canal versus the DCC. DCC will not reduce the water received by the canal as the rain water ultimately reaches the canal through the intersecting water pathways. Details of DCC, CE of himalaya: Topic series: 439. Topic 13: GUC DCC1 and CE1; 325
  • 76. Details of DCC, CE of himalaya: Topic series: 439. Topic 13: GUC DCC1 and CE1; GUC – CE 1 (Ganga Upper Canal – Canal Elevator 1): 326
  • 77. S. N.(GUC – CE 1 point) (Latitude) (Longitude) 1(GUC – CE 1Start 950) (30001’29.97”N) (780027’9.37”E) 2(GUC – CE 1 Bottom 575) (30001’8.42”N) (780026’29.90”E) 3(GUC – CE 1 End 950) (30000’47.91”N) (780025’52.72”E) The length of the GUC – CE 1 is 2.43kms, and with this we can save 47kms of GUC creation. Details of DCC, CE of himalaya: Topic series: 439. Topic 13: GUC DCC1 and CE1; GUC – CE 1 (Ganga Upper Canal – Canal Elevator 1): 327
  • 78. Details of DCC, CE of himalaya: Topic series: 439. Topic 13: GUC DCC1 and CE1; GUC – CE 1 (Ganga Upper Canal – Canal Elevator 1): With the GUC – CE, the back water is going to occupy the area below 950mts behind the canal elevator. 328
  • 79. Details of DCC, CE of himalaya: Topic series: 439. Topic 13: GUC DCC1 and CE1; GANGA UPPER CANAL - CANAL ELEVATOR1 shortens the length of creation of the canal. 329
  • 80. Details of DCC, CE of himalaya: Topic series: 439. Topic 13: GUC DCC1 and CE1; GANGA UPPER CANAL - CANAL ELEVATOR1; 330
  • 81. Topic series: 440. Topic 14: YUC 800 Points: T1 to YUC800: 331
  • 82. Topic series: 440. Topic 14: YUC 800 Points: T2 to YUC800: 332
  • 83. Topic series: 440. Topic 14: YUC 800 Points: T3 to YUC800: 333
  • 84. Topic series: 440. Topic 14: YUC 800 Points: T4 to YUC800: 334
  • 85. Topic series: 440. Topic 14: YUC 800 Points: T5 to YUC800: 335
  • 86. S. N.(YUC 800 Points) (Latitude) (Longitude) (T1 to Yamuna YUC 800) (300024’57.37”N) (78000’28.08”E) (T2 to Yamuna YUC 800) (300025’3.90”N) (770058’22.17”E) (T3 to Yamuna YUC 800) (300025’50.88”N) (770057’9.43”E) (T4 to Yamuna YUC 800) (300026’48.51”N) (770054’48.69”E) (T5 to Yamuna YUC 800) (300028’3.77”N) (770053’29.21”E) (T6 to Yamuna YUC 800) (300030’47.98”N) (78001’58.56”E) (T7 to Yamuna YUC 800) (300046’39.33”N) (770041’10.12”E) (T8 to Yamuna YUC 800) (300047’6.71”N) (770017’32.84”E) 336 Topic series: 440. Topic 14: YUC 800 Points:
  • 87. Topic series: 440. Topic 14: YUC 800 Points: YUC T6 CE 800 (Yamuna Upper Canal Tributary 6 Canal Elevator): 337
  • 88. S. N.( YUC T6 CE 800 point) (Latitude) (Longitude) 1(YUC T6 CE 800 Start) (300031’1.95”N) (770053’49.64”E) 2(YUC T6 CE 535 Bottom) (300031’17.08”N) (770053’7.91”E) 3(YUC T6 CE 800 End) (300031’25.51”N) (770052’45.23”E) Length 1.87kms Topic series: 440. Topic 14: YUC 800 Points: 338
  • 89. Topic series: 440. Topic 14: YUC 800 Points: YUC T7 CE 800 (Yamuna Upper Canal Tributary 7 Canal Elevator): 339
  • 90. S. N.( YUC T7 CE 800 point) (Latitude) (Longitude) 1(YUC T7 CE 800 Start) (300033’4.75”N) (770049’38.26”E) 2(YUC T7 CE 500 Bottom) (300033’7.33”N) (770079’19.27”E) 3(YUC T7 CE 800 End) (300033’10.30”N) (770049’3.70”E) Length 0.94kms Topic series: 440. Topic 14: YUC 800 Points: 340
  • 91. Topic series: 440. Topic 14: YUC 800 Points: YUC T8 CE 800 (Yamuna Upper Canal Tributary 8 Canal Elevator): 341
  • 92. S. N.( YUC T8 CE 800 point) (Latitude) (Longitude) 1(YUC T8 CE 800 Start) (300032’46.77”N) (770040’19.84”E) 2(YUC T8 CE 470 Bottom) (300032’29.78”N) (770039’52.88”E) 3(YUC T8 CE 800 End) (300032’2.40”N) (770039’3.18”E) Length 2.46kms Topic series: 440. Topic 14: YUC 800 Points: 342
  • 93. SN. Description. Length in kms  1. GRE – 950 1.69  2. GUC Start 950 to End 930 40.35  3. GUT Start 930 to End 870 54.90  4. GUT End 870 to YUC Start 800 2.00  5. YUC 800(Flat) 85.70  6. YUT Start 800 to End 700 370.00  7. YUT End 700 to FPC1 Start 500 0.62 Total length: 555.26 Topic series: 441 . Topic 15: Lengths of GRE – 950 to the FPC1 start. Lengths of GRE – 950 to the FPC1 start, which is the path, where all the elevations and the depressions coming in the path are by passed with suitable methods: The length of this path will be about five to six hundred kilometres. 343