• Keine Ergebnisse gefunden

sacnons "or RESERVOIR DAMS. Fl°-ie „

N/A
N/A
Protected

Academic year: 2022

Aktie "sacnons "or RESERVOIR DAMS. Fl°-ie „"

Copied!
1
0
0

Wird geladen.... (Jetzt Volltext ansehen)

Volltext

(1)

cnmwm+ RESERVO|R.BRA@F@RE) & SEEFIE'

Fl ° . |- _ , _ J. W. LEATHE ÄE‚NGINEER._

sacnons "or RESERVOIR DAMS. Fl°-ie „

Sectionxof'lrmer 6'uLverbatzA. A.

"|W|IMIW'"

.!“BRWMI'J‘IMXE

\\\WN\\\\\\\‘\NA£L

FIG.I9.

FIG. 2.

Sutiowofbmuüzlrerfzwa.k

Sediomof‘dvubla row af3ßl’éues fifrming upper Watx Grümvitlvlifeservairf

----)

.4116__..

X”.'f‚fi*£‘

|_

3 (

BARDEN 'RESERVO'|R . ‚ . ‚ {

FIO s ' . flüsuabrvaboappäuwflßauppc;- , ' endete “Rat-demResorvvvr [

Swa'mv sharing ülbaüßVabaf'zb.

„ ?

(W Mb.) %

».

4|||||||||.|4||||5||5|\ „

\ \\

\ w\\ \<'_ ä>.

«am» .'WATERW©RKS ., STUBDEN RESERVQIR. ' WTER SÜPPLYOFTOWJVS.

FIG.I5. Flc 17 PLATE 3.

Sectévruslwwing VaboPibwzduppwa1@lmrw 0atlebs. Sm of0W6'ulv0'tzatßf B"

|, “Dml]wlulflll " .

' iliml||u|||| \;

%—

Mll(|| !!‘ “fl.TAN-Till.“ |hl| i'nlh

a«m‘\‘\i'xu\\mwn\x\xxßux\vm\n\m‘\ \\\\w\

Section of" flouäla üzlverfx aß A.

Part of film'n, Embwzkrnmt» (insuie

ImlbflhllH!'“H|‘IH "Millä

“:

,»„4

'/|\\

/)/‘\/\ir}

nor—: PARK RESERVOIR. ““—"* „,

PIC. I8. Sediorv offluter6'ulverbabß.ß.

8ectiorv showing Waste Pia amt Calrerts.

_‘m Il.Illillllliää“

SHEFFIELD WATERWORKS. „_/.

J;TOWLERTON LEATHER, ENGINEER. F | 6. 2|.

Plan af0wtleb .__Pl'pes M Trriwlv_

\\\\ \; \\\\ 3 \ ‘

FIG.22.

Longitudinalx Sodium of 0utleb Pipe;

M0rvss Section v/Pwldlß Trendy.

“|Il'!

‘}.‚Mt‘' Parc ;;me Embath/owtsida/

Surfiwt. ofGround

„L.h|ß

FIO. ll.

’ F|G.24.

PIO. |3-

Swflwwof'finna-WMA. ‘.

FlO.l4-. ] [_

SM0füth-WMB.B.

9..-;..1.v.-....;.MWh—@

T|i "} "

’*/**‚\f“|" ' ‚f.'4.„» THE SHEFFIELD RESERVOIR.

‚;(

'LAN AND SECTIONS OF WASTE WEIR.

PIO. 25

H C .""2 é.”

Fl G . 27.

-S'ec1üm‚ A.B.

F! C . 28.

Seo/12,71, C D

* Hinz) where the chat was put

|}: to fi/flst fire maxon1;y. '

»—_>_F

Scaleo fbr 3r9dfizrd W'atwwvrks.

6m„az‚ Scala

|! ‚' ? 1.0 2! 31 ‘! 5.0 517 7! 89 3! 70:7 "( I?” 1.70 740 ]“ lfl‘ 773 130 I” 200 Ill

Scalb fir alttalls'

|| |. .e ‚| 29 3.0 .. ‚„...

Scaleo für Sitz/'fidd Wäterwarlas. . . . „ .

Scale ‚_0 för ‚€ E'g’

"

21 q„ & zz „

{„ g„ M . . 1

70

. 29

'

'S“"l“

m

"’"

-l:?

.

5

„P’9' .

*o

‘5 70 9 .0 «% ||| .

7

‚c„

j'oale f'1r Fzg. 25, 27 &238

39 safügt Thomas Keh. mth 4:(\’.Kung btreet Coven'. Garüer:

Scale för 1%. 23.

+.|fzf.azvvzezavaöffsz

Referenzen

ÄHNLICHE DOKUMENTE

Der schwarze Strich an der linken Seite des Behälters stellt in photographischer Aufnahme einen im Vordergrunde befindlichen bl:itterlosen Baum

It is generally assumed by several authors that the continuation of internal erosion can be prevented by using adequate granular filters in areas where important hydraulic

In new embankment dams, the concept is to avoid the rigid upstream water barrier of CFRDs, and substitute it with a highly deformable exposed PVC geocomposite system, to construct

Fault tree analysis is adopted to assess the main important factors which may affect the risk of overtopping, and concluded with the following important uncertainty factors:

Regarding interfaces, usually the Employer tries to minimize his risk by stipulating in a contract two obligations, which the Contractor has to fulfil: (i) the Contractor

For example, the computer program EAGD-84 (Fenves and Chopra, 1984) is a two- dimensional finite element method of analysis for gravity dams which includes

In this paper, thermal analysis of RCC dams is considered to show the effect of temperature change which induced the tension stresses in the body.. For modeling and transient

2.2.3 Single phase low compressible fluid flow in low compressible isotropic and homog- enous porous media 13 2.2.3.1 Low compressible fluid flow in radial symmetrical coordinate