Design of surplus weir

8/17/2019 Design of surplus weir

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PROJECT REPORT

On

Design of Surplus Weir for

Water Resource Engineering (CL316)To

Prof P.Subramaniam

By

AJAY CS 13BCl1011

M VIVEK 13BCL10 0

!A"IK"IS!#A 13b$l10%&

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CERTIFICATE

This is to certify that the pro ect entit!e" # $esignof %e&i'!e pa e ent * 'y ha e successfu!!ysu' itte" their pro ect an" is an authentic +or,

carrie" out 'y the un"er super ision an" gui"anceof Prof '".PC.(abumon

$ate - ./0/. 16

P!ace - Chennai

Prof '".PC.Sabumon 2choo! of echanica! an" 4ui!"ing 2ciences

5e!!ore Institute of Techno!ogy Chennai

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ACKNOWLEDGEMENT

We +ou!" !i,e to ta,e this opportunity to than, VITChennai for pro i"ing us +ith such a i'rant an"!earning at osphere7

First an" fore ost +e +ant to con ey our ost

sincere gratitu"e to Prof '".PC.Sabumon forta,ing out ti e fro the hectic sche"u!e an"gui"ing us8 a!! so in the ost +ar an" frien"!y

anner7

We +ou!" a!so !i,e to e&ten" our than,fu!ness to a!!the professors of the $epart ent of Ci i!Engineering for the co!!ecti e ,no+!e"ge i parte"to us a,ing us capa'!e enough to see through theentire process7

Last 'ut not the !east9 +e appreciate a!! our frien"s ust for 'eing there an" e&ten"ing the ora!support7

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ABSTRACTPa e ents are c!assi e" in to t+otypes

17rigi" pa e ent .7 %e&i'!e pa e ent

F!e&i'!e pa e entAre those pa e ents +hich re%ectthe "efor ation of su'gra"e an" thesu'se;uent !ayers to the surface7F!e&i'!e usua!!y aspha!t is !ai" +ith

no reinforce ent or +ith aspecia!iBe" fa'ric reinforce ent thatper its !i ite" %o+ or repositioningof the roa"'e" un"er groun"changes7

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I:TR $@CTI :

In this pro ect +e are going to"esign a %e&i'!e pa e ent 'ase"on IRCD3< an" IITPA5E soft+are fora part of an"a!ur8,e!!a 'a,,aroa" +e are going to n" thefatigue !ife of the pa e ent 'ase"on the IRC co"e7

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7/21

Methodolog o! o"#P#o$e%t

We characteriBe" our pro ectinto fe+ "i isions• 2u'gra"e $ata• Tra c $ata• $esign• 2oft+are ana!ysis an"

co paring +ith theper issi'!e a!ues

• Esti ating the Fatigue Life

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8/21

S"'g#ade (ata) The su'gra"e "ata ain!yconsist of the soi! properties7 Inthe "esign of the %e&i'!epa e ent +e re;uire C4R

a!ue of the soi!7

2o +e ha" ta,en the soi!sa p!e fro an"a!ur8,e!!a a,,a roa" an"perfor e" the test7Therea"ings an" the resu!ts an"gi en 'e!o+

Penet#aiono! Pl"nge#

in **

(ial+a"geReadi

ng

Col"*

n1

Col"*

n2

A,e#age(ial+a"geReadi

ng

Co##e%ted

-oad .g

Co##e%ted-oad

.g

Standa#d-oad

.g

Cali!o#niaBea#ingRatio

/

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$i 7(1)

$i 7(.) $i 7 (3)

70 170 . 1 170 1 731 3 370 .70 3 . 761

170 0 6 ? 0 3?730. 670 < 070 6733 ?370

.70 = =70 0 0?7>0 13< ?7 13 > 1 =70 >71< 6.7><? 1 11 1 1 733 < 7>=0 1170 1.70 1170 117=3 =17.= =17.= . 00 37>6

.7


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For ac;uisition of the a'o e"ata +e ha" gone to an"a!ur8,e!!a 'a,,a roa" an" got theo'ser ations +hich are gi en'e!o+

42ER5ATI :2 ( for 0 inuteinter a! )

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Ti*einte#,al

"*'e#o!,ehi%le

80 60

081 0.

1 810 ?=

108. 0=. 8.0 01

.083 66

3 830 6<

308? 0?

? 8?0 ?=

?080 36

0 800 <

0086 03

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42ER5ATI :2 ( for 10 inuteinter a! )DTi*eInte#,al

"*'e# o! Vehi%le

810 16>

1083 1=.

3 8?0 16.

?086 1=<

Ca!cu!ations DFor 0 in inter a! D

our!y %o+ rate D 66=ehic!es per hour

0 in pea, hour factor D66=/( < G6 /0 ) H 70.

Pea, hour!y %o+ D66=/ 70. H =?1 ehic!es perhour For 10 in inter a! D

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our!y %o+ rate D <ehic!es per hour

10 in pea, hour factor D< /( 1=30

Pea, hour!y %o+ D < / 7>30H ehic!es per hour

• 4y these +e get C5P$ H1? =

• The tra c gro+th rate ista,en as


14/21

• The ehic!e "a age factor isac;uire" 'y the ta'!e gi enin the IRC co"e

• 2ince it is four !ane sing!ecarriage +ay so the "esign is"one for ?

In the tra c "ata +e a!sonee" to n" the a!ue of cu u!ati e nu 'er stan"ar"a&!es(:)

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15/21

Afer su'stituting a!! the a!uesthe a!ue of : is foun" to 'e13? 2A

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(e ign )

After ac;uiring a!! the su'gra"e"ata an" tra c "ata re;uire"no+ +e fo!!o+ the IRCD3<proce"ure for the "esign of the

%e&i'!e pa e ent7 To n" the thic,ness of the

!ayers for the pa e ent Thic,ness is foun" 'y the

chart gi en in IRCD3<

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17/21

For C4R a!ue of 37>= an"

: a!ue of 13? sa thethic,ness is ,no+n 2o the thic,ness is ta,en

as

Thic,ness of CT('ase)H.0 Thic,ness of CT('ase)H13

Thic,ness of AggregateH1 Thic,ness of $4 ( $ense 4itu en

aca"a )H< Thic,ness of $4 ( se i8"enseH'itu inous concrete )H0

• :o+ the thic,ness a!ues are

gi en as a input in the IIT1& | P a g e


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pa e soft+are an" the a!uesof the tensi!e an"co pressi e stress for each!ayers are foun"7

(#a ing )

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:o+ after the co p!etion of the"esign no+ "re+ our structure in A3sheet

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20/21

(i %"ltie !a%ed d"#ing the7#o$e%t

D• ain "i cu!ty face" +as to getthe "ata re;uire" for the "esignha" to go through a !ot of artic!esan" research papers

• We ha" face" pro'!e s inun"erstan"ing the "esignproce"ure7

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REFRE:CE2D• httpD//+++7in"ia+aterporta!7org/artic!es/

groun"+ater8scenario8chi"a 'ara 8ta!u,8cu""a!ore8"istrict8ta i!na"u/

• httpD// +++7+a"etri 7co /ha i!tonJ"a /reports/2tantec8 a i!ton$a 2tu"y7p"f

• httpD//+++8

+"s7+or!"'an,7org/ser !et/W$2Content2er er/W$2P/I4/1>>?/1 / 1/ >.60J3>= ?.>11 ? 6/Ren"ere"/I:$EK/ u!tiJpage7t&t

• httpD//+++7na o"ayaengg7in/+p8content/up!oa"s/. 16/ 1/ 18$E2I :8 F8

2@RPL@28WEIR8WIT 82TEPPE$8APR :7p"f • httpsD//"ca13" a6

Design of surplus weir

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