Esercizi Idraulica

N

NIM

9000

V = 162000p

Che

136000N/M3

Um = =

=

n pot

Un

hotoM CheUm

he 8

13 M 0

= = =

, ,

=?

=?, Pn F ⑭

V pr

FHMg

F PA *

CON A

+ p

= =

Fa 123kPO

PKg

M Da

pt +

= =

= =

>

A 35CM

= P

93KPO

p ↓

= he

1

pt = he D

Per

100kPO

p

= Pegle-potleghe

Ot

7kPO

*

P = 55x10 Kglms

13

Pr = PF-poteghe

, KgIMs

1336

Pe = = he

POCM

CC(Mihe

h = = =

=?

Pe he hp =

= he

=

ha

he 90CM

he he

30CM 20CM

70CM =

= =

= PämtPeghtleghtpeghe-pätpsphe

,

, , Kgims

900kgim 1000 kg/m2 1260

Pe

ge

&- = =

,

, Pr-Dm &(PchetPchatPahs-Paha)

=? P72KPO

Pa Pa = =

= he

Da Ne

D2

Wp W

De E

30CM Pp

= = =

=

he he SOCM

25 (M =

= 2805PO

Che

, pp

Pa + =

=

?, ?

Pa PB 2100Pa

Pp-Ulhehe)

25N

Wp PB =

= -

= =

==

sen FA

Az

Al SON

0

ICM F

0

OPMs Pe

: De -

=

= = = =

,

,

Pr 87

0

= . Em miDetPrPhogh

Sen

20000N 31 7N

Fe = =

= .

. z

F -METODO

-

m QUADRILATERO SPINTA

DI

DEL :

v

aF/2 ↑ Fl2 il

,

L #

"U

T # O

UNPAP

A =

P P

=

=

X 2

= DISEGNO

ELE-

0

Yc = In

iple-enN

sig S'Ats" hp b

Mt = mi

↑s

"

PoApUsl

X 300 90000N

S

= =

=

M,b

n 3 L

2 m M

2

=

= = suS

= 36000ONM

H

, =

=

?

M = = ==

H P

p 1000K

+

Pb 100000N m

m

= =

=

, , D

< ( n

3 m

= 6 M

= %

⑰

D Te 38877N

G

+

To

3 M =

= =

Tern-t Poit(1

n 318086N

6 M "Ho

= =

=

=?

S Ve 70686N

G UW = ·

=

= ho

Olhetha)Ti( )

* 50263N

To-JPAdA

De Te

=O BM ...

= =

po

De M TotTI-TIG

6

1

= 0 "

=

, DeDe)

(DitDi

, ,

16389N

he ·

VW 0

G delism

+

he 0 =

= =

M

5 TheG

= To The

:

, Chelt()

he 2 M 333 33522N

3N

The To

=

= = =

.

=?

S Po As breco

5

0 CITR /Tol

IS)

rette

=

121 27728

h (Tox' 35679N

/Tog)

Gtll 12

Gt 6

+ T

M Il 0 +

+ =

= = =

= =

=

=

, Ms(0)

dazione In U/h-RI" T

22955N

R arten

2172IN

60CM O

10x 16

The 2

=

= = = =

=

= ,

Ulh-EIRL

pesoperatoio

Im SSCUO23788N

2872IN

L SRSCUO RGp

25727N Gp

The G

Iloy

Ic

= = =>

= = =

=

=

3 3

. Zott Vett("

Est

Dati :? Q UzAc 18-3M'S

0 66

· 27

:

= = .

= .

De 0 =?

03M Pe

= . =

H +

= H 7

073M

De 0

= =

. NIM3

10000

V =

/Hai

0

Pe = a =

) t 91/5- 3 MS

Ub 9HQ 9

UBA

3 33

29H 33 10-

M Q

4 = =

N =

= = .

. .

. & =?

H 3 M Qmox

=

D QUAAAtUBAB

- 873M

0

= .

9000ONIM3 pF pra

U p

= +

-

= m

A Haxto-Prem 0 pram-d M 101000p

Hmax protm

9 . =

=

= = ,

,

Di v #(1'Elanx Golls

CMAx :

= S ATAT

n HatAH

!

P 0

=

- .

piezoretico ?

-linea

·

HB Hy-HatStMM

dei totoli

carichi A

-linea AH

- =

di

t 8 depressione

-verifica As

= pompo

P 325W

UQAH =

= Lethop

3 lospirazione pom

Ha e

0

= . Ha-0Stet1) M POMPAIN

hop DEPRESSIONE E

=1

= dovuto all'imbocco

perlite di

PLEEOMETRICA:

UNEA pressiona condotto

della

sotto l'osse

2 por 07

a -1 .

LINEA CAMICI TOTALI

DET L2

: he he 02-10000NIMS SPOA

IM

=

in 2

hM DON s x =

FL

I

I Pa

Saha-30000

Vehat

b Pr

- up 2 M =

= Im 18 N

Pwhp1

1-

~ Se PNAp 8

1

= =

= .

.

QUARNILATERO

METODO EzhpAp

SPINA [SchipL 103N

DI 6

3

Sc =

= = .

.

SetSehp

M %10

19 NM

= = .

# 9 10

F 9

= = .

. Pe

ES DATI

A

: Ar ,

, & d 2 NIM3

M U

0

1 9000

3 = =

. I .

b 0 7 M 10-3M'/s

602

Q

= 60

= = .

.

b 0 PA-PB

3 M

C =?

= .

Di M UBA

Q VAAA

B

-B_D = =

Zat

, [Cr-En)t] 137500

PA-Pr=& =

ESB DATI Y + M

: = Um-U

0 AU 8

17 AH

A M

M

De Dz 23 =

=

= =

= .

. U

A 8 M

1

= π(P)"

. A

12500NIM3

O

h = =

=

Da 0 Nms NUY +

YtY' = aga

I

n M0)

(Y

↑ 29A"

d'

1

p =

= -

A

P 29(y 163m/S

a - (r) 0

= = .

5 KN

UQAH

P 36

=

=

↑ A .

-

T

m e PRESSIONE-COMULATIVO

o EFETO :

WIo

& dall'alto

comincio

# Pm

ps2 :

scarico

si e Pete

Pe

+ 20 :

= =

o

ThiPrtEEE) Pitt

S

To G

The

= = T +PIN

SIMMETRIA =

SEMISFERA AREA

ET(" 20326N

=

W

4 =

= buF NIM3

U 7000

=

L

<

ES : NIM3

U 10000

V =

occo bho-im

no

e he he hil 3 M

n =

1

F

E'n =

- Se

I Gehehel 189000N

Si =

= Uhl N

Si 135000

=

=

Ss(hothethy

)

Selzhetho Si(hothe + Hf

+ 2331500Nm

+ = =

=

F 12757SON

= H

DATI 30M

: =

ES 13 M

D 0

: = th

n * H 0

. =

0

x 02

H = .

.

U MIS

3

~ = H- +2)

h HOM

0 :

=

L 200 M

/

↓ .

=

L 1

n =

DATI :

ES ↳

: ~ P(315N) P =DQAH

De 1

. 1

I p .

. I

1

.

LeeM I C .

.

.

v depressione

I verifico pompo

Le 3M

=

d 10115

= 0

a 02

= . 03M

De 0

SCM =

= .

DOM 0 CM

= H =?

HA

ES I M

DATI :

: Ayged =

Ha "

T( 18 M

*

Dz l As

Dr CCM ... 10 As

3

p =

= =

=

= .

.

.

I

DECM (t

~

Ya . 39 18-32/S

02 Q

0 1

X MALgHa

Hi =

=

= .

. .

↓ 3 M

L = 5

↑ Dc Ar

( 0

1

M = G = = .

↑

Esi EDATHAIM 1

DeFOCM p

LOM =

= I - !

Hi 3M l

DOCM

AB L SM p

= =

HA .

.

no in l !

Ct

02

hotM Lem

, 0

P = . .

L / L2 S

I

3 t Lothot e se

Ha 0

= . Mis

10

2 gAeHa-ha)

Q 26 7 -

=

= .

10 57 2)

+

.

hotzte

= -ho P

SH =

PUQH 1273W

= Il

↓

27

ESUCIFIO DATI G

- :

b

& a C V m

=

=

= =

M Q U-HOOONIM : /NeCtUbIUL 30000ON

The =

=

= 10000 NIM2 (b P]rl

[NnQtUe PROOON

The + =

=

L 3M

= !

I = UeTTrl

G 137888 N

=

197POON

TItG Tog =

= PROPOON

TetTox =

(S) 6638pPN

ToxtToy =

=

Esercizio DATI

: BHatethcoedipele Se

=

MSMPp

a I

I I

T

Zu D =CM

EB

I

4oM BHethet(ta]

D 11

↳ Ct

P Ente

FACM

~ 6 SICM

---- · =

. .

Le EsM

SotM

Pn 0 638W

UQAH

P

= =

=

.

Na 2

0

= .

a 02

0

= .

1011S

Q =