Valorificarea potentialului hidroenergetic al raului prahova

8/19/2019 Valorificarea potentialului hidroenergetic al raului prahova

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UNIVERSITATEA DE STIINTE AGRONOMICE SI MEDICINA VETERINARA BUCURESTI

FACULTATEA DE IMBUNATATIRI FUNCIARE SI INGINERIA MEDIULUI

CICLUL II – MASTER

SPECIALIZAREA: INGINERIA SI PROTECTIA MEDIULUI IN SPATIUL RURAL

CURSURI CU FRECVENTA

DISERTATIE

INDRUMATOR STIINTIFIC, ABSOLVENT,

Conf.univ.dr.Augustina TRONAC ing. Ionut COOCARU

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VALORIFICAREAPOTENTIALULUIHIDROENERGETIC AL RIULUI

PRAHOVA PE SECTORULCIMPINA – FLORESTI

INDRUMATOR STIINTIFIC, ABSOLVENT,

Conf.univ.dr.Augustina TRONAC ing. Ionut COOCARU

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DISERTAŢIE

T%&a 'u(r)rii* Va'orifi(ar%a +ot%ntia'u'ui idro%n%rg%ti( a' riu'ui -raova +% s%(toru' Ci&+inaF'or%sti T%r&%n d% +r%dar%* /#."0.!"#$

E'%&%nt% ini1ia'% +%ntru 'u(rar%*

#.s(onditii to+ografi(% si idro'ogi(%

!.+osi2i'itat% a&%na3ar%

Con1inutu' 'u(r)rii (u su2t%&%'% (ar% vor fi tratat%*#.Ad%s(ri%r%a 'u(rari'or si (onstru(tii (o&+on%nt%

!.(a'(u'% idrau'i(%, d% sta2i'itat% si r%4ist%nta

/.Contro'u' %5%(uti%i

D%nu&ir%a &at%ria'u'ui grafi( (on1inut 6n +roi%(t* Ta2%'%, grafi(%, s(%&% si s(it%

Data %'i2%r)rii t%&%i* 7 ianuari% !"#$

Coordonator 8tiin1ifi(,

Conf.univ.dr.Augustina TRONAC

A2so'v%nt,

Ing.Ionut COOCARU

,

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Cuprins

-r%fa1a $

#. D%s(ri%r%a g%n%ra'a a 'u(rari'or 7

!.Constru(tii #!/. Ca'(u'% af%r%nt% %5%(utarii 'u(ari'or #9

:. Contro'u' (a'itatii :;

Con('u4ii $!

Lista figuri'or $/

Lista ta2%'%'or $:

Bi2'iografi% $$

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PREFATA

En%rgia idrau'i(a %st% un ti+ d% %n%rgi% (urata, (ar% fo'os%st% o (a'itat% ar%surs%i d% a+a, nu o (antitat% din a(%asta, +oat% fi o2tinuta < 'a (%r%r% < +ra(ti(

instantan%u, din a(%st% &otiv% ori(% a&%na3ar% (ar% s% 2a4%a4a +% a(%asta %st% si vafi foart% atra(tiva.

-ot%ntia'u' un%i a&%na3ari idro%n%rg%ti(% %st% o fun(ti% d% (ad%r% si d%d%2it. In Ro&ania, 4on%'% (u +ot%ntia' ridi(at au fost id%ntifi(at% si uti'i4at% d%3a.Cu& (%r%r%a d% %n%rgi% v%rd% %st% in (r%st%r%, varianta a(tua'a %st% d% a&%na3ar%

+rin int%r&%diu' &i(roidro(%ntra'%'or si (%ntra'%'or idro%'%(tri(% d% &i(a +ut%r%.

A(%st%a (onstitui% so'utia id%a'a d% uti'i4ar% a (ursuri'or d% a+a &i(i, a4on%'or (u (ad%ri &i(i si vor asigura (u usurinta %n%rgia n%(%sara +%ntru as%4ari'%&i(i si=sau i4o'at%.

Constru(tii'% (o&+on%nt% a'% un%i a&%na3ari d% a(%st ti+ +ot, +rinfun(tionar% sau in (a4 d% avari%, sa +%ri('it%4% &%diu' in(on3urator, d% a(%%aa(%st%a sunt di&%nsionat% (or%s+un4ator, iar a+oi &onitori4at% din +un(t d% v%d%r%a' (o&+ortarii in %5+'oatar% +%ntru &%ntin%r%a in +ara&%trii d% +roi%(tar%.

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1DESCRIEREA GENERALA A LUCRARILOR

11 D!s"ri!r!# $u"r#ri$%r

1.1.1 Amplasamentul

Adu(tiun%a C>EM- BANESTI va fi a&+'asata +% t%ritoriu' ad&inistrativ a''o(a'itati'or Ca&+ina si Ban%sti, din 3ud%tu' -raova, ur&and (ursu' rau'ui -raova?(od 2a4in idrografi( @I#.!",

Adu(tiun%a C>EM- BANESTI %st% a&+'asata intr% (a&%ra d% in(ar(ar%C>EM- Ca&+ina=Doftana ?Niv%' %n%rg%ti( /7/.#$ &dM si distri2uitoru' C>EM-BANESTI ?Niv%' %n%rg%ti( //!.!$ &dM, +% o 'ungi&% d% ((a. :099 &' si o(ad%r% 2ruta d% /".; &.

Fig.#.# Ortofoto+'an a&%na3ar%

1.1.2 Topografia

Ru' -raova i4vor)8t% din Mun1ii Bu(%gi 8i s% vars) 'a Adn(ata 6n ru'Ia'o&i1a. C%i #0/ d% i'o&%tri 6i +ar(urg% 6n 3ud%1%'% Bra8ov ?7 &, -raova ?#7#& 8i I'fov ?#7 &. -rin(i+a'ii af'u%n1i ai ru'ui sunt* Doftana, T%'%a3%nu' 8iCri(ovu' S)rat.

La into(&ir%a s(%&%i d% a&%na3ar% sau uti'i4at +'anuri to+ografi(% 'a s(arar%a'i4at% 6n sist%& d% (oordonat% St%r%o 9".

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1.1.3 Clima si fenomenele naturale specifice zonei

Din +un(t d% v%d%r% ('i&ati(, r%giun%a in (ar% s% situ%a4a a&+'asa&%ntu''u(rari'or a+artin% s%(toru'ui (u ('i&a (ontin%nta'a, (u i%rni &od%rat u&%d% si v%rir%'ativ s%(%toas% si (a'duroas%, +'oaia fiind fr%(v%nta 'a sfarsitu' toa&n%i.T%&+%ratura &%di% %st% d% #!C, iar +r%(i+itatii'% &%dii s% situ%a4a in 3uru' va'orii

d% 0$" &&.Din +un(t d% v%d%r% a' 6n()r()ri'or din 4)+ada, (onfor& SREN #;;# ##

/*!""$=NA*!""7, a&+'asa&%ntu' s% af') 6n 4ona B, (u o 6n()r(ar% g4 #,!N=&+?+%rioada d% r%v%nir% d% #" ani.

Din +un(t d% v%d%r% a' 6n()r()ri'or din vnt, (onfor& SREN #;;# ##:*!""7=NB*!""9, a&+'asa&%ntu' s% af') 6n 4ona B, (or%s+un4)toar% un%i +r%siunidina&i(% d% 2a4) gv",:! N=&+. Ti+u' d% a&+'asa&%nt %st% I ?+r%siun%adina&i(a d% 2a4a 'a ina'ti&%a d% #" & d%asu+ra t%r%nu'ui, d%t%r&inata +%ntru o

+%rioada d% r%v%nir% d% #" ani.

1.1.4 Geologia, seismicitatea

Din +un(t d% v%d%r% g%o&orfo'ogi( 4ona studiata s% situ%a4a in sudu'd%a'uri'or su2(ar+ati(%, 'a (onta(tu' (u 4ona d% (a&+i%, (ara(t%ri4ata +rintrunr%'i%f (u o %n%rgi% in s(ad%r% si +ant% (ar% s% do&o'%s( s+r% sud.

Din +un(t d% v%d%r% g%o'ogi( for&atiuni'% g%o'ogi(% +% (ar% s% vor %5%(utao2i%(tiv%'% sunt*

&arn%'% (%nusii, gr%sii s'a2 (onso'idat%, nisi+uri +r%sat% d% varsta -'io(%nG

d%+o4it% d% t%rasa inf%rioara, d%+o4it% d%'uvia'%, a'uviuni in a'2ia &a3ora si&inora d% varsta Cuat%rnar.

Niv%'u' a+%i su2t%ran% %st% r%a'i4at d% a+%'% su2t%ran% (ontinut% ind%+o4it%'% a'uvionar%, d% t%rasa sau 'a 2a4a d%'uviu'ui d% +anta, 'a (onta(t (u ro(ad% 2a4a.

Fa(torii d% (ar% d%+ind a(%st% a+% sunt*

r%gi&u' +r%(i+itatii'or at&osf%ri(%G +anta v%rsanti'orG

+ro+ortia d% &at%ria' argi'os din +i%trisuri'% si 2o'ovanisuri'% 4on%'or d% t%rasaG

gradu' d% +%r&%a2i'itat% a ro(i'or d% 2a4aG

#D#&! '!spr! &!r!nu$ '! (un'#r!

Din +un(t d% v%d%r% g%o&orfo'ogi(, a&+'asa&%ntu' (%r(%tat s% af'a in 4ona

d% a'2i% &a3ora &a'u' stang a' rau'ui -raova, 'a ((a /"$" & 'anga a'2iar%gu'ari4ata.

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Din +un(t d% v%d%r% g%o'ogi( si 'ito'ogi(, for&atiuni'% (ar% a+ar +ana 'aadan(i&i (ur%nt% sunt nisi+uri (u +i%tris si +i%trisuri

In 2a4a (%r(%tari'or g%ot%ni(%, stratifi(atia t%r%nu'ui, (ara(t%risti(a 'un(ii ina(%st s%(tor %st% (onstituita +ana 'a adan(i&i d% d% 7H9 &, dintrun (o&+'%5 d%a'uviuni &a(rogranu'ar (onstituit din +ro(%nt% varia2i'% d% nisi+ fin &ar% (u

+i%tris &i( ru'at, strat r%+%r (ontinuu +% un ar%a' &u't &ai 'arg +ana 'a adan(i&i d%#"H#! &.

Adan(i&%a d% ing%t in t%r%nu' natura' (onf. SR EN #;;9#*!"":=NB*!""9%st% ",;"#,""&.

Niv%'u' a+%'or su2t%ran% (% (or%s+und% unui r%gi& +'uvio&%tri( nor&a' afost int%r(%+tat 'a adan(i&i d% ((a #,$H!,"" &, fiind in (on(ordanta (u niv%'u'a+%'or in rau' a'aturat.

)D#&! pri*in' s!is+i"i&!#

Din +un(t d% v%d%r% s%is&i( a&+'asa&%ntu' studiat %st% in(adrat in 4ona d%&a(ros%is&i(itat% #;! ?und% indi(%'% ! (or%s+und% un%i +%rioad% &%dii d%r%v%nir% d% #"" ani (onfor& SR ###""=# ;/.

Du+a nor&ativu' -#""#=!"#! a&+'asa&%ntu' s% af'a situat in 4ona(ara(t%ri4ata +rin va'ori d% varf a'% a((%'%rati%i t%r%nu'ui +%ntru +roi%(tar%ag",/!g.

Din +un(t d% v%d%r% a' +%rioad%'or d% (ontro' ?(o't a&+'asa&%ntu' %st%(ara(t%ri4at +rin T(",9 s%( si T(#,7 s%(, grad d% i&+ortanta III.

Confor& nor&ativu'ui N- "9:=!""9 t%r%nu' s% in(adr%a4a in (at%goriat%r%nuri'or &%dii.

Din +un(t d% v%d%r% a' in(adrarii in (at%goria g%ot%ni(a, (onfor&nor&ativu'ui N- "9:=!""9, 'u(rar%a (% ur&%a4a a s% %5%(uta s% in(adr%a4a in(at%goria g%ot%ni(a !, (u ris( g%ot%ni( &od%rat, (onfor& ur&atoru'ui (a'(u'*

(onditii d% t%r%n t%r%nuri &%dii / +un(t%G

a+a su2t%rana (u %+uis&%nt% nor&a'% / +un(t%G (at%goria d% i&+ortanta nor&a'a / +un(t%G

v%(inatati ris( &od%rat / +un(t%G

4ona s%is&i(a ag",!0g ! +un(t%G

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trans&it%rii d% infor&atii r%f%ritor 'a gradu' d% infundar% a' gratar%'or si a niv%'%'or din 2a4in.

Condu(ta d% adu(tiun% af%r%nta C>EM- Ban%sti ?Ltota' :.099 &, Dn /"""&& asigura trans+ortu' a+%i intr% 2a4inu' (o&+%nsator a' (%ntra'%'or idro%'%(tri(% din a&ont% si C>EM- Ban%sti, r%a'i4and (ad%r%a dis+oni2i'a +%ntru

tur2in%'% idrau'i(%. Condu(t%'% d% adu(tiun% sunt (onstruit% din OL 2%tonat.

1.2.2. Devierile si protejarile e utilitati afectate

-% tras%u' adu(1iunii af%r%nt% (%ntra'%i idro%'%(tri(% Ban%sti sunt +r%v)4ut%! su2trav%rsari a'% riu'ui -raova +% tras%u' adu(tiunii. D% as%&%n%a, %5ista 4on%in (ar% (ondu(ta d% adu(tiun% ar% tras%u +rin a'2i%.

1.2.3. Caile e acces permanente si caile e comunicatii-%ntru %5%(utia 'u(rari'or a((%su' s% fa(% din dru&u' %5ist%nt in 4ona.

1.2.4. Categoria e importanta a o!iectivului

Kn (onfor&itat% (u >R nr.977=#;;9 &odifi(at) 8i (o&+'%tat) +rin >nr.79$=!""!, (at%goria d% i&+ortan1) g'o2a') a 'u(r)ri'or, sta2i'it) (onfor& OrdinML-AT nr. /#=N#;;$, %st% .C/ 0i+p%rn2 n%r+#$234 +%ntru (ar% %st%sufi(i%nt) ur&)rir%a (ur%nt) 6n +%rioada d% %5+'oatar%.

15Tr#s#r!# $u"r#ri$%r

Trasar%a a5%'or uvra3%'or s% fa(% (onfor& ta2%'%'or d% trasa3, uti'i4and 2orn%'% sist%&u'ui d% &i(rotriangu'ati%. A(%st% 2orn% vor fi +r%dat% d% (atr%to+o&%tru (atr% (onstru(tor. Mat%ria'i4ar%a 2orn%'or si 6ntr%tin%r%a 'or 6n ti&+u'%5%(uti%i s% va fa(% d% (atr% (onstru(tor.

Conturu' fi%(arui %'%&%nt din (onstru(ti% (% ur&%a4a a fi 2%tonat va fi&at%ria'i4at d% (atr% to+o&%trii (onstru(toru'ui (onfor& ta2%'%'or d% trasa3 si s% vas%&na fisa d% 2%tonar%.

Trasari'% a5%'or +i%s%'or din 2%ton s% vor %5%(uta nu&ai 6n ti&+u' 4i'%i, +%ntru a %5ista o +%rf%(ta vi4i2i'itat% (atr% 2orn%'% uti'i4at%.

Constru(toru' va (r%%a toat% (onditii'% d% 'u(ru to+o&%tru'ui d%s%&nat d%(atr% 2%n%fi(iar, 6n v%d%r%a %5%(utarii o+%ratii'or d% v%rifi(ar% +%riodi(a a trasarii'u(rari'or.

Conturu' f%t%'or (ofrat% va fi &at%ria'i4at (u o to'%ranta d% &a5i& ! (&fata d% (oordonat%'% t%or%ti(% r%4u'tat%, (onfor& STAS ;0!:=79$.

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A2at%ri'% d% trasar% vor fi &%ntionat% 6n fisa d% 2%tonar% odata (u s%&nar%aa(%st%ia d% (atr% to+o&%tru si vor fi s%si4at% +roi%(tantu'ui.

Constru(toru' va 'ua &asuri (a a+aratura d% trasar% sa fi% +%riodi( v%rifi(atasi uti'i4ata nu&ai d% +%rsona' (u (a'ifi(ar% (or%s+un4atoar%.

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2.C"#$T%&CT''

,1 C%n'u" '! #'u"&iun!

Condu(ta d% adu(tiun% +orn%st% din (a&%ra d% in(ar(ar% C>EM- Ca&+ina Doftana, %st% a&+'asata +% &a'u' stang a' rau'ui -raova si +% &a'u' dr%+t a' rau'uiDoftana si s% fina'i4%a4a in +un(tu' VT#!0 a&ont% d% distri2uitoru' (%ntra'%i.Lungi&%a (ondu(t%i %st% d% :099 & si ar% Dn /""" &&.

Condu(ta d% adu(tiun% Dn /""" Ban%sti +orn%st% din (a&%ra d% in(ar(ar%C>EM- Ca&+ina < Doftana, a&+'asata 'a (onf'u%nta rau'ui -raova (u rau'Doftana.

L&%$ #'u"&iun! CHEMP B#n!s&i !s&! 6788 +4 din (ar%*

Condu(ta (u t #" &&G L /099 &'G Ltronson (ondu(ta #" &'G

Condu(ta (u t #! &&G L #""" &'G Ltronson (ondu(ta 0 &'G

Condu(ta 2%tonata int%gra'*

o t #" &&

/9!9 & s%(tiun% Ti+ #G #$" & s%(tiun% Ti+ !G

o t #! &&

;0: & s%(tiun% Ti+ #G#7 & s%(tiun% Ti+ !G

Condu(ta &%ta'i(a 2%tonata ?s%(tiun% ti+ # (ontinua tras%u' +rin a'2ia&a3ora a rau'ui -raova si su2trav%rs%a4a viitoar%a autostrada a%riana.

Du+a +arasir%a a'2i%i &a3or% a rau'ui -raova, (ondu(ta d% adu(tiun% isi(ontinua tras%u' +% &a'u' dr%+t a' rau'ui -raova.

Du+a +ar(urg%r%a a(%st%i 4on% adu(tiun%a isi (ontinua tras%u' +o4ata 3u&atat% su2 ta'v%g. A&ont% d% +odu' CF d%4af%(tat (ondu(ta &%ta'i(a 2%tonata

int%gra' +aras%st% &a'u' dr%+t si su2trav%rs%a4a rau' -raova.Du+a su2trav%rsar%a rau'ui -raova, (ondu(ta d% adu(tiun% isi (ontinua

tras%u' +o4ata su2t%ran ava' d% varfu' VT##!.

A&ont% si ava' d% +oduri'% CF, +% o 'ungi&% d% ;" &, (ondu(ta d% adu(tiun%%st% &%ta'i(a 2%tonata (u stratu' d% 2%tonar% +%st% g%n%ratoar%a su+%rioara d% /"(& ?s%(tiun% ti+ !. Condu(ta %st% +o4itionata intr% +i'%'% si (u'%%'% +oduri'or CF.

Co'%(tar%a si d%s(ar(ar%a a+%'or +'uvia'% d% +% tras%u' (ondu(t%i ?&a' dr%+t,r%s+%(tiv &a' stang dintr% dru& si digu' d% +rot%(ti% a' (ondu(t%i, s% va fa(%

+rintro rigo'a r%a'i4ata in sa+atura.Rigo'a ur&ar%st% (ursu' (ondu(t%i, iar in 4on%'% d% d%s(ar(ar% a a+%'or va

trav%rsa (ondu(ta 2%tonata si va d%2usa 'a rau. -% a(%asta 4ona d% d%2usar% 'a rau a

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rigo'%i s% va intr%ru+% digu' d% +rot%(ti%. Intr% (ondu(ta si rau s% va a&%na3ad%2usar%a rigo'%i.

A&ont% d% varfu' VT##9 ar% 'o( d%s(ar(ar%a rigo'%i 'a rau, (ondu(taadu(tiunii fiind in s%(tiun% d% Ti+ !.

Du+a +ar(urg%r%a a(%st%i 4on%, (ondu(ta d% adu(tiun% +aras%st% a'2ia &inoraa rau'ui -raova si va intra intro 4ona %5+'oatata d% 2a'asti%r%.

Tras%u' (ondu(t%i d% adu(tiun% inta'n%st% a+arari d% &a' (ar% vor fid%sfiintat% in 4on%'% d% int%rs%(ti% (u a(%asta.

A&ont% d% (%ntra'a (ondu(ta s% ind%+art%a4a d% &a'u' rau'ui -raova. -% o +ortiun% din a(%asta 4ona %5ista o +rot%(ti% din ga2ioan% (ar% s% vor d%sfiinta, iar (ondu(ta va fi a+arata d% o noua +rot%(ti% din sa't%'% d% ga2ioan% si ga2ioan%

2%tonat% +% o 'ungi&% d% ((a /:! &.

A(o+%rir%a (u +a&ant +%st% (ondu(ta 2%tonata +artia' %st% d% &ini& # &.

-ant%'% (ondu(t%i d% adu(tiun% sunt d%s(%nd%nt%, avand o +anta &%di% d%((a. 7. -%ntru +rot%(tia si ur&arir%a (o&+ortarii adu(tiunii in ti&+u' %5+'oatariisau +r%va4ut +% tras%u' adu(tiunii 0 dis+o4itiv% d% a%rar%=d%4a%rar% a&+'asat% +%(a+a(%'% guri'or d% vi4itar% Dn 0"" &&.

-%ntru usurinta %5%(uti%i, (a&in%'% +%ntru guri'% d% vi4itar% si dis+o4itiv% d%a%rar%=d%4a%rar% sunt +roi%(tat% nu&ai (u +%r%ti a (aror ar&atura %st% an(orata in(a&asuia'a adu(tiunii +rin an(or% 2%tonat% #! &&. La (onta(tu' (a&asuia'a


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2.3.1. (cavatii

S% va a(orda o at%nti% d%os%2ita 'a r%a'i4ar%a ta'u4%'or %5(avatii'or (u +r%v%d%r%a unor 2%r&% int%r&%diar% a(o'o und% %st% (a4u'.

A+%'% d% infi'tratii s% vor diri3a in afara a&+ri4%i, a(o'o und% %st% +osi2i',sau s% vor (r%a 2as% si s% vor %va(ua +rin %+uis&%nt%.

Du+a r%a'i4ar%a (ot%i d% fundar% s% va asigura o (o&+a(tar% d% &ini&-ro(tor ;$ Q. S% vor r%(o'ta +ro2% din !"" & in !"" & si oriund% %5ista sus+i(iunir%f%ritor 'a r%a'i4ar%a gradu'ui d% (o&+a(tar%.

Inaint% d% turnar%a 2%tonu'ui d% %ga'i4ar% s% va o2tin% avi4u' g%o'ogu'ui.

2.3.2. -etonarea

-%ntru %vitar%a difi(u'tati'or d% +o4itionar% a tronsonu'ui d% (ondu(ta, 2%tonu' d% %ga'i4ar% va r%s+%(ta (u stri(t%t% (ot%'% din +roi%(t.

Du+a intarir%a 2%tonu'ui d% %ga'i4ar%, s% vor +o4itiona tronsoan%'% d%(ondu(ta. Mani+u'ar%a a(%stora s% va fa(% nu&ai (u (ingi t%5ti'% o&o'ogat%.

Ev%ntua'%'% a2at%ri d% 'a (ot%'% din +roi%(t s% vor r%&%dia +rin +%n% intr%ta'+a sai'or d% r%4%&ar% si 2%tonu' d% %ga'i4ar%.

In situatia in (ar% din dif%rit% &otiv% g%o&%tria tronsonu'ui nu %st%(or%s+un4atoar%, s% vor fo'osi dis+ositiv% d% r%g'a3.

Du+a %f%(tuar%a sudurii dintr% tronsoan% s% +oat% tr%(% 'a 2%tonar%a(ondu(t%i r%s+%(tandus% (u stri(t%t% atat (ot%'% rosturi'or d% turnar% +r%va4ut% d%

+roi%(t, (at si tratar%a rosturi'or ori4onta'% si v%rti(a'%.

Fa4%'% d% 2%tonar% a'% (ondu(t%i d% adu(tiun% sunt*

Fa4a I < du+a turnar%a 2%tonu'ui d% %ga'i4ar% s% as%a4a su+ortu' &%ta'i( +%ntru(ondu(ta, +'asa 7=#""5#"" si s% toarna un strat d% ".! & d% 2%ton C#7=!".

Fa4a II < s% +o4%a4a (ondu(ta, s% &ont%a4a &ar(a : si s% toarna un strat d% 2%ton

d% #.!$ &.Fa4a III < ur&%a4a &ontar%a ar&aturii &ar(a $ si turnar%a 2%tonu'ui in strat d%#.09 &.

Fa4a IV < sunt as%4at% (a+r%'%, (a+a(u' d% +'asa sudata ?&ar(a / %st% du2'ata,&ar(a : si %st% turnat u'ti&u' strat d% 2%ton d% ".! &.

,6 E"9ip#+!n&!4 u&i$#-! &!9n%$%i"! si ins$#&ii +!"#ni"!

#:


15/55

2.4.1. (cipamente, utilaje tenologice si instalatii mecanice la camera eincarcare a auctiunii

-%ntru asigurar%a fun(tionarii in (onditii d% siguranta si d% %fi(i%nta a

C>EM- Ban%sti 'a uvra3%'% din (adru' a&%na3arii idro%n%rg%ti(% au fost +r%va4ut%insta'atii d% &asura a +ara&%tri'or t%no'ogi(i niv%', d%+un%ri ?(o'&atar%*

Gr/tar 3,0 ,020. r)taru' /," 5 $,"=!" +rot%3%a4a uvra3%'% af%r%nt% C>EM-Ban%sti, d%oar%(% r%tin% +'utitorii (u di&%nsiuni &ai &ari d% 7" &&.

Ti+u' (onstru(tiv a' gr)taru'ui %st% &o2i' ?(u'isant +% gida3%, 6n('inat 'a9".

-ara&%tri t%ni(i si fun(tiona'i af%r%nti gr)taru'ui /."5:."==#$sunt ur&atorii*

d%s(id%r%a 6n 'u&in)* /""" &&

6n)'1i&%a 6n 'u&in)* $""" && 'u&ina 6ntr% 2ar%'% gr)taru'ui* !" &&

&at%ria' %'%&%nt% gr)tar* ot%' S/$$ O, (onf. SR EN #""!$/*!""$

+rot%(1i% anti(oro4iv)* vo+s%a %+o5idi(a

La (a&%ra d% in(ar(ar% s% vor &onta*

un tradu(tor d% d%+un%ri a&ont% gratar

! tradu(tori d% niv%' a&ont% = ava' gratar

La (ondu(ta d% adu(tiun%, a&ont% d% C>EM- s% vor &onta 'a intrar%a in(%ntra'a*

un tradu(tor d% +r%siun%

un tradu(tor d% d%2it (u u'trasun%t%

2.3.2. (cipamente iromecanice la conucta e auciune

So'u ia d% trans+ort +%ntru a+a +r%'uat) din 2a4inu' (o&+%nsator ()tr%ț

C>EM- Ban%sti %st% +rin (ondu(ta din o %' 2%tonat) int%gra'.ț

-ara&%trii (ara(t%risti(i +%ntru (ondu(ta &%ta'i() af%r%nt) adu( iuniițC>EM- Ban%sti ?6n 'ungi&% tota') d% :099 & sunt ur&)torii*

dia&%tru' %5t%rior* /""" && +% o 'ungi&% d% :099 &, (u grosi&i r%+arti4at%astf%'*

L# /099 &, -n7, /""" 5 #"

L! #""" & , -n7, /""" 5 #!

2.3.3 Dispozitive e aerareezaerare

#$


16/55

-% tras%u' adu(tiunii au fost +r%va4ut% 0 dis+o4itiv% d% a%rar% d%4a%rar%,a(%st%a fiind a&+'asat% +% (a+a(%'% guri'or d% vi4itar% Dn.0""&&.

2.3.4. Guri e vizitare, sei e rezemare si ispozitive e reglaj conucta e

auctiuneuri'% d% vi4itar% sunt +rot%3at% in (a&in% a&+'asat% +% adu(tiun%. A(%st%

(a&in% au ar&atura +%r%ti'or an(orata in (a&asuia'a adu(tiunii. -%ntru %(ono&i%radi%ru' a(%stor (a&in% %st% (a&asuia'a su+%rioara a adu(tiunii. -%ntru %vitar%ad%for&arii tronsoan%'or d% (ondu(ta in ti&+u' trans+ortu'ui, s% vor +r%v%d%adis+o4itiv% d% trans+ort ?/2u(.=tronson.

5CALCULE AFERENTE E;ECUTARII LUCRARII

#7


17/55

-%ntru va'idar%a so'uti%i +ro+us% s% r%a'i4%a4a (a'(u'% idrau'i(% +%ntruadu(tiun% +%ntru dif%rit% d%2it% insta'at% si d%t%r&inar% a +ut%rii no&ina'%

(%ntra'%'or astf%' in(it sa s% a'%aga so'utia o+ti&a %(ono&i(.U't%rior, +%ntru (ondu(ta d% adu(tiun% sta2i'%s( grosi&%a to'%i, v%rifi(sta2i'itat%a 'a +'utir% a (ondu(t%i &%ta'i(% in dif%rit% i+ot%4% d% in(ar(ar% si s%d%t%ri&na %forturi'% s%(tiuno'% si (%'% unitar% in a(%asta stru(tura.

#9


18/55

51C#$"u$u$ pi!r'!ri$%r '! s#r"in# p! #'u"&iuni4 "#r#"&!ris&i"i 9i'r#u$i"! "!n&r#$!

Ta2%' /.#. Ca'(u'% idrau'i(% A>E < J isnta'at $,$ &/=s

#0


19/55

Ta2%' /.!. Ca'(u'% idrau'i(% A>E < J insta'at /," &/=s

#;


20/55

Ta2%' /./. Ca'(u'% idrau'i(% A>E < J insta'at #:," &/=s

!"


21/55

Ta2%' /.:. Ca'(u'% idrau'i(% A>E < J isnta'at 7 &/=s

!#


22/55

Ta2%' /.$. Ca'(u'% idrau'i(% A>E < J isnta'at /,! &/=s

!!


23/55

Ta2%' /.7. Ca'(u'% idrau'i(% A>E < J isnta'at #$,! &/=s

!/


24/55

5, D#&! '! in&r#r! *!ri(i"#r! prin "#$"u$ "%n'u" '! #'u"&iun! B#n!s&i

Dat% d% intrar% * Ji #:,$" &(=s

L adu(tiun% :099 &'

Dn int%rior /& >2rut /",; &G >n%t !7,$ &

>(a'(u'#,: & G >n%t /9,# &

55 C#$"u$ r%si+! &%$# #'u"&iun! $# pr!siun!# '! "#$"u$

Ta2%' /.9.Ca'(u' grosi&% to'a

-%ntru (onditii d% &onta3 si d% trans+ort, +%ntru a i&+i%di(a d%for&atiaviro'%i &%ta'i(% s% ado+ta *

T&in #" && ?+t. /099 &'

-%ntru (onditii d% siguranta in %5+'oatar%a (%ntra'%i s% ado+ta *

T&a5 #! && ?+t. #""" & a&ont% d% (%ntra'a

56 Ip%&!


25/55

Ta2%' /.0.V%rifi(ar% 'a +'utir% +% fa4% d% 2%tonar%

!$


26/55

3.4.2 Ipoteza conducta goala in timpul constructiei si a exploatarii pe perioada de

reparatii

Sta2i'itat% 'a +'utir% in fa4a d% (onstru(ti% ?(ondu(ta goa'a si r%+aratii ?(ondu(tagoa'a

Ta2%' /.; Sta2i'itat% 'a +'utir% (ondu(ta goa'a

5= V#ri#n&! #n#$i


27/55

3.5.1 Sectiune betonata partial

Dn 5>>> ++? & @ 1> ++? L @ 1+$?

-%ntru (ondu(ta 2%tonata +artia' sa %f%(tuat (a'(u'u' d% r%4ist%nta a

(ondu(t%i Dn /""" && ra&asa n%2%tonata +% div%rs% ina'ti&i d%asu+radia&%tru'ui ori4onta', astf%' in(at (ondu(ta sa r%4ist% 'a o sar(ina %5t%rioara din +a&ant sau a((id%nta'a fara sa a+ara d%for&atii.

V#ri#n 1

-Conducta semibetonata (incastrata in beton

-Solicitare! " pamant peste generatoare min 1.##m$

-Conducta incastrata in beton de la generatoarea in%erioara pana la diametru

orizontal$

-Conducta libera 1.5# m pana la generatoarea superioara.

Fig./.#.S(%&a d% (a'(u' s%(tiun% 2%tonata +artia', >+a& #,"" &

Ipoteze de calcul !

!9


28/55

-greutate proprie$

-solicitari &erticale din pamant

-solicitari orizontale din impingere pamant simetrice

Combinatia!

'reutatea proprie greutate pamant impingeri simetrice din pamant

!0


29/55

Fig./.!.In(ar(ari %5t%rioar% (ondu(ta 2%tonata +artia', >+a& #,"" &

!;


30/55

Fig././ D%+'asari (ondu(ta 2%tonata +artia', >+a& #,"" &

/"


31/55

Fig./.:. Efort s%(tiona' N (ondu(ta 2%tonata +artia', >+a& #,"" &

/#


32/55

Fig./.$.Efort s%(tiona' T (ondu(ta 2%tonata +artia', >+a& #,"" &

/!


33/55

Fig./.7. Efort s%(tiona' M (ondu(ta 2%tonata +artia', >+a& #,"" &

//


34/55

Fig./.9. Efort +rin(i+a' (ondu(ta 2%tonata +artia', >+a& #,"" &

In a(%asta varianta in to'a (ondu(t%i a+ar t%nsiuni su2 'i&ita d% (urg%r%* s de curgere 235 )*mmp

/:


35/55

V#ri#n ,

-Solicitare! " pamant peste generatoare 2.## m$

-Conducta incastrata in beton de la generatoarea in%erioara pana la "+1.5#m $

-Conducta libera 1.5# m pana la generatoarea superioara.

Fig./.0. S(%&a d% (a'(u' s%(tiun% 2%tonata +artia', >+a& !," &

Ipoteze de calcul !

greutate proprie$

solicitari &ertical din pamant

solicitari orizontale din impingere pamant simetrice

Combinatia !


/$


36/55

Fig./.;. In(ar(ari %5t%rioar% (ondu(ta 2%tonata +artia', >+a&!," &

/7


37/55

Fig./.#" D%+'asari (ondu(ta 2%tonata +artia', >+a&!," &

/9


38/55

Fig./.## Efort s%(tiona' N (ondu(ta 2%tonata +artia', >+a& !," &

/0


39/55

Fig./.#! Efort s%(tiona' T (ondu(ta 2%tonata +artia', >+a& !," &

/;


40/55

Fig./.#/. Efort s%(tiona' M (ondu(ta 2%tonata +artia', >+a& !," &

:"


41/55

Fig./.#:. Efort +rin(i+a' (ondu(ta 2%tonata +artia', >+a& !," &

In a(%asta varianta in to'a (ondu(t%i a+ar t%nsiuni +%st% 'i&ita a((%+ta2i'a s de curgere 235 )*mmp

:#


42/55

Din ana'i4a %f%(tuata in (%'% ! variant% +r%4%ntat% sa (onstatat (a ar(u'n%2%tonat a' (ondu(t%i d% adu(tiun% in(astrat in 2%ton nu %st% sta2i' 'a o sar(ina d%

+%st% # & d% +a&ant +%st% g%n%ratoar%a su+%rioara.

Din ana'i4%'% fa(ut% r%4u'ta (a a(%asta varianta nu %st% f%4a2i'a, d%oar%(%

&%ntin%r%a a(o+%ririi (ondu(t%i 'a #& +a&ant %st% +osi2i'a +% s%(toar% &i(i da(anu s% sifon%a4a (ondu(ta in 4on%'% d% su2trav%rsar% rau, dru&, +od, &%andra d%rau, (%%a (% a (ondus 'a a'%g%r%a variant%i (u s%(tiun%a 2%tonata int%gra' +% tottras%u' adu(tiunii.

Din ana'i4a %(ono&i(a fa(uta +% tronsoan% d% (ondu(ta s%&i2%tonata, (u(ondu(ta 2%tonata int%gra', +r%tu' s%(tiunii s%&i2%tonata %st% &ai &ar% d%(at a'(%'%i 2%tonat% datorita 'u(rari'or d% +rot%(ti% 'a rau ?ga2ioan% &a' dr%+t a&ont% d%

+od si &a' stang ava' d% +od si &at%ria'u' sortat din 3uru' (onturu'ui s%&i(ondu(t%in%2%tonat.

3.3.5. Sectiune betonata integral

Dn 5>>> ++? 9 +ini+ @ ,> ++? L @ 1 +$? 9p#+#n& @ ,>> +

/.#$ S(%&a (a'(u' (ondu(ta 2%tonata int%gra', >+a& !," &

:!


43/55

In varianta (ondu(t%i 2%tonat% int%gra' (a'(u'u' sa %f%(tuat +% &' d%(ondu(ta (u s%(tiun%a (ir(u'ara &od%'ata +%ntru grosi&%a &ini&a a 2%tonu'ui d%!" (& si /7 d% %'%&%nt% ?!" (& < 9" (&,(u 'ungi&%a d% (oarda a ar(u'ui r%4u'tatdin dis(r%ti4ar%a (%r(u'ui /" (&.

Din ana'i4a %f%(tuata r%4u'ta (a ar&atura din stru(tura d% 2%ton &ini&

+r%va4uta, din (onsid%r%nt% d% +'utir% +%ntru (ondu(ta din OL 2%tonata, %st%(onstru(tiva.

Ipoteze de calcul !

-greutate proprie$

-2 solicitari &erticale din pamant

-3 solicitari orizontale din impingere pamant simetrice

Combinatia!


:/


44/55

Fig./.#7 In(ar(ari %5t%rioar% (ondu(ta 2%tonata int%gra', >+a& !," &

::


45/55

Fig./. #9. Efort s%(tiona' N (ondu(ta 2%tonata int%gra', >+a& !," &

:$


46/55

Fig./.#0. Efort s%(tiona' T (ondu(ta 2%tonata int%gra', >+a& !," &

:7


47/55

Fig. /.#;. Efort s%(tiona' M (ondu(ta 2%tonata int%gra', >+a& !," &

:9


48/55

3.3. 'poteza contact tola 5 !eton in eploatare

C%'% doua &at%ria'%* , din to'a (ondu(t%i si etonul , au &odu'% d%%'asti(itat% dif%rit%, in %5+'oatar% to'a +r%ia +r%siuni int%rioar% d% /,# at&osf%r%,su+ortand o %'ongati% d% ",!"9 /0 in ti&+ (% 2%tonu' a((%+ta +%ntru n%fisurar%, o

%'ongati% d% &a5i& #.1/, (onfor& (a'(u'%'or d% &ai 3os* resiunea statica p + 3#.# mca$

resiunea de calcul + 3#.# x 1.5 + 4.35 mca

aloarea maxima a de%ormatiei de %isuratie a betonului ! % long + #.1/ $

6 + 3 m x 4.35 mca x 1 t*mp*2 + .525 t%

t +1# mm $ s + #.#1 m x1 m+#.#1mp

s + .525*#.#1 + 52 t*mm + 5.2 da)*cmp

7 + 21##### da)*cmp

% + s*7 + (5.25 8g*cmp *21##### 8g*cmp x 1### + #.331/ 9#.1/$

In a(%asta situati% +%ntru a in'atura d%for&atii'% (ar% +rodu( fisurar%a 2%tonu'ui din 3uru' (ondu(t%i ?(ar% (onfor& (a'(u'%'or ant%rioar% ar% ro' d% '%st a'(ondu(t%i, in i+ot%4a d% +'utir% (and (ondu(ta %st% goa'a 'a r%+aratii, si ro' d%rigidi4ar% a viro'%i &%ta'i(% in i+ot%4a d% gr%utat% a u&+'uturii d% +a&ant, s% +otana'i4a ur&atoar%'% so'utii*

a S% &ar%st% grosi&%a to'%i (ondu(t%i d% 'a 1> ++ 'a #" 5 ".//#=".# 551 ++

+%ntru a r%a'i4a rigiditat%a n%(%sara r%du(%rii d%for&ati%i +ana 'a d%for&atiaa((%+tata d% 2%tonG

2 S% va ar&a stru(tura d% 2%ton +%ntru +r%'uar%a a(%stor d%for&atii (ar% sai&+i%di(% fisurar%a 2%tonu'ui, so'uti% foart% on%roasa, datorita ari%i d% ar&aturan%(%sara +%ntru a i&+i%di(a fisurar%a 2%tonu'ui.

Fata d% (%'% +r%4%ntat% &ai sus, s% a((%+ta fisurar%a 2%tonu'ui, iar +%ntru'i&itar%a d%s(id%rii fisuri'or in 4on%'% d% grosi&% &ini&a a'% a(%stora ?!" (&,(onstru(tiv sa du2'at +'asa d% ar&ar%.

S% vor ana'i4a o+ortunitat%a si i&+'i(atii'% &ontarii in 3uru' viro'%i &%ta'i(%,inaint% d% 2%tonar%, a unui &at%ria' (ar% sa +%r&ita +r%'uar%a d%for&atii'or dif%rit%a'% &%ta'u'ui in ra+ort (u 2%tonu'.

:0


49/55

6 CONTROLUL CALITATII

In a(%st s(o+ s% va ur&a +rogra&u' d% (ontro' a (a'it)1ii 'u(r)ri'or 8i 6nfa4%'% d% %5%(u1i% d%t%r&inant% +%ntru r%4ist%n1a 8i sta2i'itat%a (onstru(1ii'or.

Kn (onfor&itat% (u +r%v%d%ri'% L%gii nr. #"=#;;$, R%gu'a&%ntu'ui +rivind(ontro'u' d% stat a' (a'it)1ii 6n (onstru(1ii ?> !9!=#;;: 8i -ro(%durii +rivind(ontro'u' statu'ui 6n fa4%'% d% %5%(u1i% d%t%r&inant% +%ntru r%4ist%n1a 8i sta2i'itat%a(onstru(1ii'or ?Ordinu' nr. /#=N=#;;$ a' ML-AT +arti(i+an1ii 'a r%(%+1ia 'u(r)ri'or vor fi anun1a1i (u #" 4i'% 6naint% d% a3ung%r%a 6n fa4a d% %5%(u1i% +rogra&at) +ringri3a antr%+r%noru'ui.

Contro'u' s% va fa(% in (onfor&itat% (u +rogra&u' +r%4%ntat in (%'% (%ur&%a4a*

:;


50/55

Ta2%' :.#.-rogra& (ontro'

$"


51/55

$#


52/55

C%n"$u


53/55

Lis (iuri$%r

Fig.#.# Ortofoto+'an a&%na3ar%

Fig.#.!. C>EM- Ban%sti

Fig./.#. S(%&a d% (a'(u' s%(tiun% 2%tonata +artia', >+a& #," &

Fig./.!. In(ar(ari %5t%rioar% s%(tiun% 2%tonata +artia', >+a& #," &

Fig././. D%+'asari s%(tiun% 2%tonata +artia', >+a& #," &

Fig./.:. Efort s%(tiona' N s%(tiun% 2%tonata +artia', >+a& #," &

Fig./.$. Efort s%(tiona' T s%(tiun% 2%tonata +artia', >+a& #," &

Fig./.7. Efort s%(tiona' M s%(tiun% 2%tonata +artia', >+a& #," &

Fig./.9. Efort +rin(i+a' s%(tiun% 2%tonata +artia', >+a& #," &

Fig./.0. S(%&a d% (a'(u' s%(tiun% 2%tonata +artia', >+a& !," &

Fig./.;. In(ar(ari %5t%rioar% s%(tiun% 2%tonata +artia', >+a& !," &

Fig./.#". D%+'asari s%(tiun% 2%tonata +artia', >+a& !," &

Fig./.##. Efort s%(tiona' N s%(tiun% 2%tonata +artia', >+a& !," &

Fig./.#!. Efort s%(tiona' T s%(tiun% 2%tonata +artia', >+a& !," &

Fig./.#/. Efort s%(tiona' M s%(tiun% 2%tonata +artia', >+a& !," &

Fig./.#:. Efort +rin(i+a' s%(tiun% 2%tonata +artia', >+a& !," &Fig./.#$. S(%&a d% (a'(u' s%(tiun% 2%tonata int%gra', >+a& !," &

Fig./.#7. In(ar(ari %5t%rioar% s%(tiun% 2%tonata int%gra', >+a& !," &

Fig./.#9. Efort s%(tiona' N s%(tiun% 2%tonata int%gra', >+a& !," &

Fig./.#0. Efort s%(tiona' T s%(tiun% 2%tonata int%gra', >+a& !," &

Fig./.#;. Efort s%(tiona' M s%(tiun% 2%tonata int%gra', >+a& !," &

Lis )!$!$%r

$/


54/55

Ta2%' /.#.Ca'(u'% idrau'i(% A>E, Jinsta'at $,$ &/=s

Ta2%' /.!.Ca'(u'% idrau'i(% A>E, Jinsta'at /," &/=s

Ta2%' /./.Ca'(u'% idrau'i(% A>E, Jinsta'at #:," &/=s

Ta2%' /.:.Ca'(u'% idrau'i(% A>E, Jinsta'at 7," &/=s

Ta2%' /.$.Ca'(u'% idrau'i(% A>E, Jinsta'at /,! &/=s

Ta2%' /.7.Ca'(u'% idrau'i(% A>E, Jinsta'at #$,! &/=s

Ta2%' /.9. Ca'(u' grosi&% to'a

Ta2%' /.0.V%rifi(ar% 'a +'utir% +% fa% d% 2%tonar%

Ta2%' /.;. Sta2i'itat% 'a +'utir% (ondu(ta goa'a

Ta2%' :.#. -rogra& (ontro'

Bi)$i%r#(i!

$:


55/55

#.St%&atiu, D., A&%na3ari idro%n%rg%ti(%, Ed. Cons+r%ss, Bu(ur%sti, !""0

!.ru+u' %n%rgii a't%rnativ%, .%n%rgiia't%rnativ%.n%t=idro#

/.-o+ovi(i, A., -o+%s(u, R., Indru&ator d% +roi%(t Constru(tii >idrot%ni(%, +art%a

a IIa, ICB, Bu(ur%sti, #;09:.is%'%v, -.., Indr%+tar d% (a'(u'% idrau'i(%, Ed.T%ni(a, Bu(ur%sti, #;00
http://www.energiialternative.net/hidro1http://www.energiialternative.net/hidro1

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Valorificarea potentialului hidroenergetic al raului prahova

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