ravindras

contractor kosam design marchaalaa . vaadu kaakapothe inkokadu chesthaadu . avasaram ayithe ratelu penchandi. don't compromise on safety of dam. pulichintala itlaage contractor own design ani cheppi matti kattatho kattaadu. contractor evadiko ivvalani mundhe fix ayyipothe emi cheyyalem

as per bhogapuram airport rfp is building with runway dimensions 3800*60 (length * width) to handle a380 mumbai airport runway dimesions 3660*60 currently handling airbus a380 flights gannavaram airport runway can be extended upto 3925 meters without canal diversion . i unable to understand why aai want to extend runway upto 4430 meters https://deccanchronicle.com/nation/current-affairs/260816/vijayawada-hurdles-to-airport-expansion.html

i mean land availability for second runway for future

gannavaram airport lo second runway kattadaaniki scope vundhaa?

https://www.telugu360.com/te/pawan-kalyan-cheap-language-on-opposition-leaders/

http://www.newindianexpress.com/cities/vijayawada/2018/oct/29/railway-union-bats-for-mmts-service-in-vijayawada-1891374.html

guys go to gym who can maintain consistency. initial enthusiasm gets evaporated within few weeks after joining gym. i used to run 6 kms daily. i joined gym to reduce tummy. after joining gym i realized that i am very weak. i couldn't lift 20 kg without effort . i couldn't do 10 pushups continuously. i couldn't do single pullups. my gym instructor asked whether i have any drinking/smoking habit. gym instructor suggested me stop eating at outside food(as it contains less quality oil). he suggested me 15 eggs per day(1 whole egg, 14 egg whites), two persons upma, 1/4 kg sweet potato,4 bananas. daily chicken in lunch. gradually within 2 years my stamina got increased . i able to do 100 pushups in three sets(50+30+20). i able to do 50 pullups(20+15+15). i able to lift weights upto 80 kg. my weight increased badly . my aerobic capacity reduced. i easily gets exhausted. my appetite increased due to gym. later i stopped going to gym . i couldn't control my appetite after stop going to gym. i became heavy. first think about purpose of going to gym. whether you want to protect 1. longterm health and fitness or you want to 2. look bulky/bouncer. based on purpose you have to choose type and quantity of diet. incase your purpose is long term health and fitness you have to control appetite. don't try to lift weight beyond your range. please takecare your neck , backbone and other sensitive parts.

avunu. dredging complete avvaledhu . jaruguthunnaayi. manam central government ekkuva expect cheyyalemu.

currently dredging going on for vijayawada muktyala routewhich is urgent for amaravathi capital. vijayawada muktyala route doesn't require any land acquisition.

pesarattu famous in godavari districts. maa intlo vandinapppudu 10 tintaa

100.68 tmc

https://www.deccanchronicle.com/nation/current-affairs/300918/karnataka-opposes-telangana-plans-on-krishna-river.html

they will check no of travellers from given origin(or near by) to destination(or near by) by train in ac (1st ac, 2nd ac, 3rd ac) compartment daily rajahmundry(or near by) to bangalore ( or near by) rajahmundry to hyderabad rajahmundry to chennai

don't forget r&r cost for polavaram project out-sees 33,000 crores. total cost 58,000 crores. distribution channels won't cost more than 10% of 58,000 crores including land acquisition. in chintalapudi lift irrigation also distribution channels are pending.

current ap election commissioner nimmagadda ramesh kumar

don't compare godavari with anantpur. plenty of water available in polavaram rmc and lmc(17,500 cusecs at head) . handri neeva main canal (3,800 cusecs) which needs to serve kurnool, anantpur , part of chittoor districts. advantages of distribution canals: improves ground water table. possible for growing paddy. almost zero power bill. negligible maintenance. no need to replace pipes, disadvantages : water utilization percentage is less compare to drip irrigation.

ap lo idi tdp ki plussaa ? minussaa?

polavaram left main canal,right canal complete ayithene saripodhu . distribution canals( pedda kaluva, pilla kaluva, panta bodhe) koodaa tavvaali.

whenever they conduct tests there will be restrictions on ship movements coming towards machilipatnam port. iaf base near suryalanka beach is around 20 km from vodarevu port, there are chances that vodarevu port will not get defence approval. nakkapalli port did not get permission as it is near to newly build navy base.

proposed lift irrigation project lift 7,000 cusecs. any project requires assured supply of water.if water supply stops in the middle/last stages of crop farmers don't get required yield. yes, in this year we got good inflow from munneru. if we transfer 11,500 cusecs water for 24 hours it is equivalent to 1 tmc floods from munneru won't be more than a month. this year we lost 40 tmc. out of 40 tmc with 7,000 cusecs lift capacity we can utilize 30*7000/11500 = 18 tmc . we can store 10 tmc in vykuntapuram barrage . make it total 28 tmc . this year is best year since 2014 . we can't expect same water availability in every year polavaram spillway and coffer dam will be completed by may 2019. polavaram rmc discharge capacity at head end is 17,500 cusecs. from june 2019 polavaram rmc discharge water at the rate of 17,500 cusecs ( discharge rate at polavaram head with bed level width 85 meters). around 3.2 lakh acres will be irrigated along polavaram rmc. 11,500 cusecs(discharge rate at polavaram tail with bed level width 73 meters) will be reached to pavithra sangamam near prakasam barrage. even if no farmers along the polavaram rmc don't use water , still 11,500 cusecs will be reached to prakasam barrage. polavaram rmc width is 85 meter at head (near polavaram) and 73 meter at tail(near prakasam barrage) https://www.deccanchronicle.com/nation/current-affairs/250816/polavaram-right-canal-to-be-ready-by-july-2017.html i will give one analogy you have two pipes with different diameters. both pipes are connected .assume one pipe with 2 meters diameter another pipe with 1 meter diameter. try to send water from one end to other end at maximum possible rate. water discharge capacity will be decided by pipe with smaller diameter. another example 1 liter kinley water bottle . kinley bottle diameter is high at the bottom and middle sections . bottle width is lower at top section. when you drink water from kinley water bottle, dicharge will be at the rate of top section. if you want more discharge remove top section(cone section) of bottle and try to drink water from bottle. same concept apply to any canal. any canal in general will be build in trapezoidal section. water discharge capacity decided by bed width, width at top, depth , gradient of canal(mean sea level at head end to mean sea level at tail end and length of canal). if there are curves in canal then canal discharge capacity will be reduced .this is the one of the reason canal width is more at curves. gradient = (start point height - end point height) / distance between two points . in general canal gradients in the ratio varies from 1: 5000 to 1: 10,000 you mentioned chintalapudi lift is plus. chintalapudi lift canal is build for serving upland areas of westgodavari, krishna districts , nsp left canal 3rd zone in andhra pradesh. chintalapudi lift canal is not parallel canal till prakasam barrage(or pavithra sangamam). cbn plans to lift water from chintalapudi lift canal to polavaram rmc near Kovvurupadu village in west godavari . once polavaram cofferdam is completed water will be discharged through gravity to polavaram rmc with full capacity. there is no need to lift water from chintalapudi canal to polavaram rmc. suppose water is lifted from chintalapudi lift canal to polavaram rmc which is already carrying water with full capacity, water will be spillover to nearby fields . this water won't reach prakasam barrage. as per my knowledge polavaram rmc cannot discharge more than 11,500 cusecs to prakasam barrage. these 11,500 cusecs are required for krishna delta to irrigate fields at tail end of krishna ayacut canals. my question is where we get 7,000 cusecs for proposed project out of 11,500 cusecs at prakasam barrage. can we depend just on flood water from munneru which is flowing only one month. if water is released to krishna delta using on and off method, then proposed lift irrigation project is useful for irrigating dry crops in nsp right canal and providing drinking water to guntur , prakasam district. if nsp right ayacut want to cultivate paddy crop this project is not enough. anyway this project is interim arrangement for godavari penna link. in my opinon, godavari penna link needs to started with maximum possible capacity immediately after completing polavaram. we can't delay anymore . atleast if cbn acquires land for main canal , bollapalle reservoir asap it will help us in not increasing land acquisition costs. land acquisition cost becomes biggest bottleneck for any project. cbn needs to complete godavari-penna first takeup amaravathi - anantpur expressway later .otherwise land acquisition cost will increases enormously for link canal which makes it impossible to acquire project. before vajpayee building national highways land prices are around 2 to 3 lakhs in fertile westgodavari districts . now it costs increases badly. db members in guntur,praksasam ,nellore can ask their parents about land prices before 1999. i wrote to pmo around 4 times that help ap on polavaram, godavari-penna . i asked them not to start amaravathi-anantpur expressway until completing godavari-penna link .

memu cheppedi idhe kadaaa polavaram rmc(right main canal) capacity is just enough to serve krishna delta. polavaram rmc doesn't have spare capacity to transfer water to nsp right canal. polavaram rmc capacity at head end(near polavaram) 17,500 cusecs. at tail end(near pavithra sangamam) 11,500 cusecs. if somehow cbn increase polavaram rmc capacity then this lift irrigation project is useful.

don't allow common people to gallery walk, as some bad people may spoil cables or other valuable equipment in gallery

ikkada antha oka festival environment laagaa vundhi.

underground metro cost in delhi is 552 crore/km . elevated metro cost 221 crore/km avoid underground metro as per iisc bangalore study, suburban rail cost 18.5 crore/km https://timesofindia.indiatimes.com/city/delhi/Built-at-552-crore-per-km-Ph-III-a-costly-affair/articleshow/49511400.cms https://timesofindia.indiatimes.com/city/bengaluru/Suburban-rail-20-times-cheaper-than-Metro-IISc/articleshow/45420402.cms cbn needs to focus on suburban rail and on ground metro for reducing cost of construction. in suburban rail also we can use aircondition coaches. suburban rail can carry more passengers compare to metro as it runs on broad-gauge. ticket prices are less. amaravathi is green field capital. there are more possibilities for building suburban rail .