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Design of Hydroelectric Power
Plants – Step by Step
Design of Hydroelectric Power
Plants – Step by Step
CRC Press/Balkema is an imprint of the Taylor & Francis Group, an informa business
© 2022 Taylor & Francis Group, London, UK
All rights reserved. No part of this publication or the information
contained herein may be reproduced, stored in a retrieval system,
or transmitted in any form or by any means, electronic, mechanical,
by photocopying, recording or otherwise, without written prior
permission from the publisher.
Although all care is taken to ensure integrity and the quality of this
publication and the information herein, no responsibility is assumed
by the publishers nor the author for any damage to the property or
persons as a result of operation or use of this publication and/ or the
information contained herein.
Library of Congress Cataloging-in- Publication Data
Names: Pereira, Geraldo Magela, author.
Title: Hydroelectric power plants : step by step / Geraldo Magela Pereira.
Other titles: Projeto de usinas hidrelétricas. English
Description: Boca Raton : CRC Press, [2022] | Translation of: Projeto
de usinas hidrelétricas. | Includes bibliographical references and index.
Subjects: LCSH: Hydroelectric power plants--Design and construction.
Classification: LCC TK1081 .P397 2022 (print) | LCC TK1081 (ebook) |
DDC 621.31/2134 — dc23
LC record available at https://lccn.loc.gov/2021010794
LC ebook record available at https://lccn.loc.gov/2021010795
Published by: CRC Press/Balkema
Schipholweg 107C, 2316 XC Leiden, The Netherlands
e-mail: Pub.NL@taylorandfrancis.com
w w w.crcpress.com – w w w.taylorandfrancis.com
1 Hydroelectric powerplants 1
1.1 Introduction 1
1.2 The history 2
1.3 Hydroelectric plants – outstanding events 6
1.4 Hydroelectric powerplants in Brazil 8
1.5 Energy transformation 19
1.6 Component structures of a hydroelectric 20
1.7 Largest hydroelectrics in the world 21
4 Hydrological studies 53
4.1 Introduction 53
4.2 Hydrological studies 54
4.2.1 Basin characterization 54
4.2.1.1 Drainage area54
4.2.1.2 Shape of the basin54
4.2.1.3 Mean bed slope55
4.2.1.4 Time of concentration55
4.2.2 Hydrometeorology 56
4.2.2.1 Temperature57
4.2.2.2 Relative humidity57
4.2.2.3 Precipitation57
4.2.2.4 Climate classification57
4.2.3 Fluviometric measurements 57
4.2.4 Tailwater elevation curve 59
4.2.5 Flow-duration curves 60
4.2.6 Extreme flows 64
4.2.6.1 Powerhouse design flow67
4.2.6.2 Diversion flows67
4.2.6.3 Risk analysis67
4.2.7 Minimum flows 67
4.2.8 Regularization of discharges 67
4.2.9 Determination of sanitary flow 68
4.3 Curves quota × area × volume 68
4.4 Reservoir flood routing 69
4.5 Backwater studies 69
4.6 Free board 70
4.7 Reservoir filling studies 74
4.8 Reservoir useful life studies 75
Contents vii
5 Power output 81
5.1 Available head 81
5.2 Power output 81
5.3 Turbine type selection 83
5.4 Energy simulation 83
5.5 Energy-economic dimensioning 85
5.6 Number of generating units 85
5.7 Determination of physical guarantee 87
7 Dams 125
7.1 Types of dams 125
7.2 Earth dams 125
7.2.1 Design criteria and section type 127
7.2.1.1 Principle of flow control127
7.2.1.2 Principle of stability127
7.2.1.3
Principle of compatibility of deformations of the
various materials127
7.2.2 Percolation analysis 130
7.2.2.1 Internal drainage system132
7.2.2.2 Transitions132
7.2.2.3 Foundation waterproofing133
7.2.3 Stability analyses 133
7.2.4 Tension and strain analysis 134
7.2.4.1 Deformability and displacements135
7.2.5 Slopes protection 138
7.3 Rockfill dams 138
7.3.1 Rockfill dam with clay core 140
7.3.2 Concrete face rockfill dams 143
7.3.3 Asphalt concrete face rockfill dams 146
7.3.4 Asphalt core rockfill dams 149
7.4 Concrete gravity dam 150
7.4.1 Gravity dam – conventional concrete 150
7.4.2 Gravity dam – roller compacted concrete (RCC) 155
7.5 Concrete arch dam 160
viii Contents
8 Spillways 171
8.1 Types of spillways and selection criteria 171
8.2 Hydraulic design 175
8.2.1 Design of the tucuruí spillway 182
8.2.2 Physical model studies 185
8.3 Energy dissipation 185
8.3.1 Ski jump dissipators 187
8.3.2 Hydraulic jump energy dissipators – stilling basins 197
8.3.3 Efforts downstream of dissipators 208
8.3.4 Erosion pit dimensions assessment 208
8.4 Cavitation 211
8.4.1 Conceptualization and characteristic parameters 211
8.4.2 Cavitation caused by irregularities 212
8.4.3 Protective measures specifications 213
8.4.4 Cavitation cases 218
8.5 Aeration 223
8.6 Operating aspects in spillway monitoring 234
References 467
Glossary 473
Appendix: Chapter 3 – Additional examples of layouts 497
Index 585
About the author
Milder Kaiser Engineering, São Paulo (1980/1981): Rosana HPP (320 MW), Cesp;
Engevix, Rio de Janeiro (1981–2012): Tucuruí HPP (first phase -4,000 MW), Eletro-
norte, including 2 years training the team of operation of the spillway gates of the
spillway; Santa Isabel HPP (2,200 MW), Eletronorte; Salto da Divisa HPP and Ita-
pebi HPP Studies, Furnas; Canoas I HPP (72 MW) and Canoas II HPP (82.5 MW),
Cesp; Capim Branco I HPP and Capim Branco II HPP – EPC; Baguari HPP – EPC.
xiv About the author
• Design of several small hydroelectrics (PCHs) for several clients, totaling 1,000
MW, approx.
• Inventory studies of the rivers Sucuriú, Verde, Iguatemi and Paraíso (MS): Ara-
guaia/Tocantins – revision (TO); Teles Pires (MT); Fetal and Prata (MG).
• Consultant of Engevix Eng.: the implementation of the Monte Serrat (25 MW),
Bonfante (19 MW) and Santa Rosa (30 MW) SHPs in the Rio de Janeiro;
• Consultant of Leme Eng, Belo Horizonte. (1997) for projects in Chile (Laja I/Laja
II) and Panama (Teribe and Changuinola);
• Coordinated for Eletrobras the revision of the Manual of Small Hydroelectric
Plants (PCHs-1997/1998);
• Consultant of SGH – ANEEL, for analysis of SHP projects (2000);
• Consultant of CPFL Energia to develop business with SHPs (2008–2010).
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We soon go S.E., and endless swarms of swimming birds come to
meet us, and appear to fly down with the river. The pelicans also
follow the very same direction, but rest every moment upon the
water. It appears that these birds are fonder of live fish, and leave
the dead ones to birds of prey, and on that account seek for the
inundated parts of the lower course of the stream. In a very short
time we go S.W., but immediately again, at eight o’clock, S.E. The
wind passes over to the E. in order to gain strength. Like yesterday
afternoon, the right shore, from N.E. to S.E., is now covered with
tokul-tops, partly collected together as villages, partly lying singly on
the line of the horizon, upon which also some dhellèb-palms may be
remarked.
To follow the shore of the river, and to define the limits of the
bed of the White Stream, over which it here and there rolls, the
principal thing would be to follow the line of the villages and old
trees, for these determine the peculiar marks of high water, elevated
by the river itself. From this high water we might, perhaps, be able
to ascertain the mean breadth of the river. But such a difficult
journey by land will be certainly, for a long time, an intricate
problem. The Turks themselves have also here, without perhaps
wishing it, failed in the first impression; so that from “children of
heaven” they have become “white devils,” in the eyes of the people.
Therefore we see on every side pillars of smoke ascending, which
are to be considered as signals of approaching danger, according to
the statement of our heroes; whilst the kindled reed-straw, or the
high grass of the savannah prairies, spreads its smoke horizontally.
Innumerable birds are perched round, in the ambaks; among them a
number of turtle-doves are cooing very peaceably, reminding me
more of the great Campo in Constantinople than of the lower shores
of the Nile.
Ten o’clock. Fadl told me, from the mast, that firm land was
approaching the shore from both sides. It was not long before we
perceived, whilst making three miles’ course, some tokuls also on
the left shore, part of them appearing to be of peculiar size. We see
also, in the middle of the reeds, on small eminences, two such huts,
said to serve fishermen for temporary abodes. Four men and a
woman make signs, or greet us, by raising up their arms high in the
air; but even with the best will, we are not able to force our way to
them, although they may have something we could pillage.
Nevertheless, the right shore retreats again, and we distinguish only
the palms of the last-mentioned village.
We continue S.S.E., and as the right shore goes back towards
S.E., the left shore approaches nearer with S.W. by S. The stream is
now more than 400 paces broad; its water is still very dark, and the
broad reeds, with the other aquatic plants, present such a verdant
appearance, that it is quite refreshing; and they shoot forth with
such vigour, that we imagine we see them growing. It is eleven
o’clock. The N.E. wind has again slackened. Our direction is S.E. The
water is stagnant in the reeds, not only shut out by them from the
current, but also kept back from the stream, which, notwithstanding
the narrowness of its bed, has only one mile in rapidity. An influx of
this stagnant water into the narrow river-bed can only, therefore,
take place according to the proportion in which the stream gradually
runs off, and is absorbed into this, its bed.
The Frenchmen pretend, when they return from the mast, to
adjust the genuine river-bed, but they will not believe that the water
has fallen so that one cannot see over the reeds and the marsh-
trees. The company was to have dined with us, but Feïzulla Capitan,
who had undertaken to invite the others, had gone first with the
sandal to Suliman Kashef, and had there caroused to such excess
that he even forgot to invite Suliman himself. Yet, this morning, he
thought that he had not only invited him, but also Selim Capitan and
the Frenchmen. We made, therefore, the necessary provision for this
repast, and waited for the vessels preceding us to bring up; until I
heard at last from Selim Capitan as he passed us, that Feïzulla had
not been to him.
The latitude yesterday was 8° 36′ 30″, and to-day, 8° 36′. We
remained generally, with small declinations, in the south-easterly
direction. The hygrometer indicated at three o’clock 40′, and after
five o’clock 50′, of atmospheric moisture, whilst in the night it had
70′ to 80′. The dew constantly shews itself first towards morning,
and the carpet lying upon the deck is as wet as if it had been dipped
in water. The cheerful verdure is explained from this cause, yet it will
be extremely monotonous if the same vegetation continues for any
distance. We supped together in our vessel, and the Russian
renegade, Captain Selim Aga, shewed his usual good scent, and
likewise appeared. We were merry, and had two Abu Hashis to
contend in witticisms; during which they wished each other to be
troubled with all the gnats, and kept up a continual scoffing.
CHAPTER VII.
QUESTION OF THE NAVIGATION OF THE NILE. — KING OF THE SNAKES. —
OFFERINGS TO HIM BY THE ARABS. — KURDISTAN. — MÀRIAN’S AUTHORITY
OVER THE NEGROES. — THE TAILOR CAPTAIN AGAIN. — DHELLÈB-PALMS. —
WANTON DESTRUCTION BY THE CREW. — ELEPHANTS: WHITE BIRDS ON
THEIR BACKS. — POISON-TREES. — THE NATION OF THE KÈKS: CUSTOMS
AND DESCRIPTION OF THEM. — FLESH OF CAMELS AND GIRAFFES. —
MERISSA PREPARED FROM ABRÈ. — THIBAUT DISCOVERED TO BE AN OLD
ACQUAINTANCE. — RECOLLECTIONS OF GREECE. — WILD CUCUMBERS. —
FEIZULLA CAPITAN’S DRINKING PROPENSITIES.
25th December.—We are still waiting for the Kawàss and Sandal. A
man had been given to each of these ships to assist them; but we
have gained nothing by it; and therefore Selim Capitan intends to
tow both of them. Thibaut and I visited the invalid, Sabatier, who
scarcely knew how to keep himself from laughing when Selim-
Capitan took upon himself to give lessons anew to the learned
Arnaud, who very boldly asserted in our presence, that the
“altitudine” and “amplitudine” of the sun were one and the same
thing. As we then well understood, Selim Capitan wants Arnaud and
he to agree in their calculations, and grudges no instruction to the
latter for that purpose. He tells us, that such a coincidence with the
French engineer is the more necessary, because the Viceroy would
sooner credit the reckonings of a scientific Frenchman than of a
Turk, who had never seen Frankestàn. According to Sabatier, Arnaud
has not made yet a single calculation, because he is not capable of
doing so, but loads his back with these burdens, notwithstanding
Sabatier’s feverish state of health. Unfortunately, this appears to be
exactly the case, for Arnaud always agrees with Selim-Capitan, who
is exceedingly reserved in speech; and therefore it is really fortunate
that the Turk, being a naval officer, understands something at least
of these matters.
The three French gentlemen mutually conceal their journals, in
which one abuses the other; but they each fetch them out from their
hiding-places, in order to read them to me, and I am obliged to