SIST EN ISO 4375:2004

Hydrometric determinations - Cableway systems for stream gauging (ISO 4375:2000)

Hydrometrische Bestimmungen - Seilbahnsysteme für Messungen in Fließgewässern (ISO 4375:2000)

Diese Internationale Norm legt Anforderungen an Ausrüstung, Verankerung, Stützen und Zubehörteile für Seilbahnsysteme fest, die für Messungen in Fließgewässern angewendet werden. Es werden Seilbahnsysteme vorgestellt, bei denen sich die Bedienperson entweder am Ufer oder in einem für Personen zugelassenen Laufwagen (Seilbahnkabine) befindet. Abflussmessverfahren werden nicht in dieser Internationalen Norm, sondern in ISO 748 behandelt.

Mesure de débit des liquides dans les canaux découverts - Systemes de suspension par câbles aériens pour le jaugeage en riviere

Hidrometrične določbe - Žičniški sistemi za merjenje toka (ISO 4375:2000)

General Information

• Status: Withdrawn
• Publication Date: 31-Aug-2004
• Withdrawal Date: 10-Dec-2014
• ICS: 17.120.20 - Flow in open channels
• Technical Committee: IMIN - Measurement instruments
• Current Stage: 9900 - Withdrawal (Adopted Project)
• Start Date: 10-Dec-2014
• Due Date: 02-Jan-2015
• Completion Date: 11-Dec-2014
• Ref Project: EN ISO 4375:2004 - Hydrometric determinations - Cableway systems for stream gauging (ISO 4375:2000)

Relations

• Replaced By: SIST EN ISO 4375:2015 - Hydrometric determinations - Cableway systems for stream gauging (ISO 4375:2014)
• Effective Date: 01-Feb-2015
• Replaced By: SIST EN ISO 4375:2015 - Hydrometric determinations - Cableway systems for stream gauging (ISO 4375:2014)
• Effective Date: 08-Jun-2022

Standards Content (Sample)

SLOVENSKI STANDARD
SIST EN ISO 4375:2004
01-september-2004
+LGURPHWULþQHGRORþEHäLþQLãNLVLVWHPL]DPHUMHQMHWRND,62
Hydrometric determinations - Cableway systems for stream gauging (ISO 4375:2000)
Hydrometrische Bestimmungen - Seilbahnsysteme für Messungen in Fließgewässern
(ISO 4375:2000)
Mesure de débit des liquides dans les canaux découverts - Systemes de suspension par
câbles aériens pour le jaugeage en riviere
Ta slovenski standard je istoveten z: EN ISO 4375:2004
ICS:
17.120.20 Pretok v odprtih kanalih Flow in open channels
SIST EN ISO 4375:2004 en
2003-01.Slovenski inštitut za standardizacijo. Razmnoževanje celote ali delov tega standarda ni dovoljeno.

---------------------- Page: 1 ----------------------

SIST EN ISO 4375:2004

---------------------- Page: 2 ----------------------

SIST EN ISO 4375:2004

---------------------- Page: 3 ----------------------

SIST EN ISO 4375:2004

---------------------- Page: 4 ----------------------

SIST EN ISO 4375:2004

---------------------- Page: 5 ----------------------

SIST EN ISO 4375:2004

---------------------- Page: 6 ----------------------

SIST EN ISO 4375:2004

INTERNATIONAL ISO
STANDARD 4375
Second edition
2000-10-15
Corrected version
2003-03-01

Hydrometric determinations — Cableway
systems for stream gauging
Déterminations hydrométriques — Systèmes de suspension par câbles
aériens pour le jaugeage en rivière





Reference number
ISO 4375:2000(E)
©
ISO 2000

---------------------- Page: 7 ----------------------

SIST EN ISO 4375:2004
ISO 4375:2000(E)
PDF disclaimer
This PDF file may contain embedded typefaces. In accordance with Adobe's licensing policy, this file may be printed or viewed but shall not
be edited unless the typefaces which are embedded are licensed to and installed on the computer performing the editing. In downloading this
file, parties accept therein the responsibility of not infringing Adobe's licensing policy. The ISO Central Secretariat accepts no liability in this
area.
Adobe is a trademark of Adobe Systems Incorporated.
Details of the software products used to create this PDF file can be found in the General Info relative to the file; the PDF-creation parameters
were optimized for printing. Every care has been taken to ensure that the file is suitable for use by ISO member bodies. In the unlikely event
that a problem relating to it is found, please inform the Central Secretariat at the address given below.


©  ISO 2000
All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized in any form or by any means, electronic
or mechanical, including photocopying and microfilm, without permission in writing from either ISO at the address below or ISO's member body
in the country of the requester.
ISO copyright office
Case postale 56 • CH-1211 Geneva 20
Tel. + 41 22 749 01 11
Fax + 41 22 749 09 47
E-mail [e-mail]
Web www.iso.org
Publilshed in Switzerland

ii © ISO 2000 – All rights reserved

---------------------- Page: 8 ----------------------

SIST EN ISO 4375:2004
ISO 4375:2000(E)
Contents Page
Foreword . iv
1 Scope. 1
2 Normative references. 1
3 Terms and definitions. 1
4 General description of a cableway system. 2
4.1 Elements of a cableway system . 2
4.2 Cableway supports. 4
4.3 Main track or main cable . 4
4.4 Anchorage. 4
4.5 Tow cable for a bankside system . 4
4.6 Suspension cable. 4
4.7 Instrument carriage for a bankside system. 4
4.8 Personnel carriage. 4
4.9 Winch arrangements for a bankside system. 4
4.10 Winch arrangements for a personnel carriage . 4
4.11 Lightning protection. 5
5 Functional requirements of cableway components . 5
5.1 Safety factors. 5
5.2 Cableway supports. 6
5.3 Selection of main cable or track . 6
5.4 Anchorage. 6
5.5 Backstays. 6
5.6 Tow cable. 7
5.7 Carriages. 7
5.8 Winches. 8
6 Maintenance, examination and testing . 9
6.1 General examination. 9
6.2 Routine inspection. 9
6.3 Static testing. 10
6.4 Lubrication. 10
6.5 Checking the sag. 10
Annex A (informative) Cableway characteristics. 11
Bibliography. 26

© ISO 2000 – All rights reserved iii

---------------------- Page: 9 ----------------------

SIST EN ISO 4375:2004
ISO 4375:2000(E)
Foreword
ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO
member bodies). The work of preparing International Standards is normally carried out through ISO technical
committees. Each member body interested in a subject for which a technical committee has been established has
the right to be represented on that committee. International organizations, governmental and non-governmental, in
liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical
Commission (IEC) on all matters of electrotechnical standardization.
International Standards are drafted in accordance with the rules given in the ISO/IEC Directives, Part 3.
Draft International Standards adopted by the technical committees are circulated to the member bodies for voting.
Publication as an International Standard requires approval by at least 75 % of the member bodies casting a vote.
Attention is drawn to the possibility that some of the elements of this International Standard may be the subject of
patent rights. ISO shall not be held responsible for identifying any or all such patent rights.
International Standard ISO 4375 was prepared by Technical Committee ISO/TC 113, Hydrometric determinations,
Subcommittee SC 5, Instruments, equipment and data management.
This second edition cancels and replaces the first edition (ISO 4375:1979), which has been technically revised.
This corrected version of ISO 4375:2000 incorporates the following corrections.
In Annex A, clause A.1, the equations used for calculating F and F have been corrected.
ht at

iv © ISO 2000 – All rights reserved

---------------------- Page: 10 ----------------------

SIST EN ISO 4375:2004
INTERNATIONAL STANDARD ISO 4375:2000(E)

Hydrometric determinations — Cableway systems for stream
gauging
1 Scope
This International Standard defines the requirements for equipment, anchorage, supports and accessories for
cableway systems for use in stream gauging. Systems which are operated either entirely from the river bank or
from a suspended personnel carriage (also called a “cable car”) are discussed. This International Standard does
not concern methods for making a discharge measurement which are described in ISO 748.
2 Normative references
The following normative documents contain provisions which, through reference in this text, constitute provisions of
this International Standard. For dated references, subsequent amendments to, or revisions of, any of these
publications do not apply. However, parties to agreements based on this International Standard are encouraged to
investigate the possibility of applying the most recent editions of the normative documents indicated below. For
undated references, the latest edition of the normative document referred to applies. Members of ISO and IEC
maintain registers of currently valid International Standards.
ISO 31-3:1992, Quantities and units — Part 3: Mechanics.
ISO 748:1997, Measurement of liquid flow in open channels — Velocity-area methods.
ISO 772:1996, Hydrometric determinations — Vocabulary and symbols.
1)
ISO 772:1996 Amd 1 , Hydrometric determinations — Vocabulary and symbols.
3 Terms and definitions
For the purposes of this International Standard, the terms and definitions given in ISO 772, its amendment 1 and
ISO 31-3 as well as the following apply.
3.1
cable
wire rope of simple or complex structure or wire cord, fixed or moving in a cableway system

1) To be published.
© ISO 2000 – All rights reserved 1

---------------------- Page: 11 ----------------------

SIST EN ISO 4375:2004
ISO 4375:2000(E)
4 General description of a cableway system
4.1 Elements of a cableway system
A cableway system can be designed to be operated from the river bank (see Figures 1 and 2) or be designed to be
operated from a suspended personnel carriage (Figure 3). The general arrangement of the following elements are
common to both systems:
a) towers or cableway supports;
b) track or main cable;
c) anchorage;
d) backstays;
e) suspension cable.
The main differences are:
 the carriage of a bankside system requires a tow cable;
 a bankside system requires a more complicated winch arrangement;
 the personnel carriage has to provide a safe platform for the operator;
 more stringent design requirements may apply to a system which employs a personnel carriage.

Key
1 Backstay 6 Sinker or sounding weight
2 Traversing cable return pulley 7 Distance measurement
3 Track or main cable 8 Depth measurement
4 Traveller and/or instrument carriage 9 Cable drum
5 Current meter
Figure 1 — Cableway system — Bankside operation, with loop-traversing cable
and spooled sounding cable
2 © ISO 2000 – All rights reserved

---------------------- Page: 12 ----------------------

SIST EN ISO 4375:2004
ISO 4375:2000(E)

Key
1 Track or main cable
2 Suspension cable
3 Tow cable
Figure 2 — Cableway system — Bankside operation, with spooled tow cable and spooled sounding cable

Key
1 Tower 5 Current meter
2 Suspension cable 6 Sounding weight
3 Personnel carriage 7 To anchorage
4 Track or main cable 8 Stayline
Figure 3 — Cableway system — Suspended personnel carriage
© ISO 2000 – All rights reserved 3

---------------------- Page: 13 ----------------------

SIST EN ISO 4375:2004
ISO 4375:2000(E)
4.2 Cableway supports
The cableway supports, one on each bank, support the main cable span across the stream. They may also provide
mountings for the winch and the pulleys (sheaves) carrying the tow and suspension cables.
4.3 Main track or main cable
The track or main cable is designed to carry the whole suspended load. The track may be attached directly to
stayed cableway supports or be supported on saddles on the cableway supports and led directly to an anchorage.
4.4 Anchorage
Anchorages are required to carry the loads induced in the cableway and tower system. Depending upon the design
of the system, they may be anchorage points for track and backstays or guy-lines, tower foundations subject to
compression or tower foundations subject to compression and moment.
4.5 Tow cable for a bankside system
The tow cable is required to move and position the instrument carriage. Generally the tow cable is arranged as an
endless loop from the instrument carriage over guiding sheaves on the winch tower, round a driving pulley or drum,
across to an idler pulley (sheave) on the tower on the opposite bank and back to the carriage (Figure 1). An
alternate arrangement uses a spooled tow cable with a single fixing point on the carriage. This arrangement
depends upon the equal and opposite force provided by the suspension cable (Figure 2).
4.6 Suspension cable
The suspension cable provides the means of raising and lowering sensing or sampling equipment in the stream.
The free end of the cable is fitted with connectors to attach equipment and sounding weights. The suspension
cable is likely to contain an insulated conducting core to provide a signal path from suspended instruments.
4.7 Instrument carriage for a bankside system
The instrument carriage is provided with one or more track wheels running on the main cable (track), a pulley to
support the suspension cable and a point of attachment for the tow (traveller) cable.
4.8 Personnel carriage
The carriage from which gauging observations are made, travels along the main cable. It is suspended from track
wheels running on the main cable. The carriage may be moved along the main cable manually or by a power unit.
The carriage can be designed to be operated from either the standing or sitting position or both. A cableway
employing a personnel carriage shall comply with the safety requirements for passenger cableways where such
standards exist specially for horizontal fixed cableways, in all aspects not covered by this International Standard.
4.9 Winch arrangements for a bankside system
A double drum winch is one that provides both traversing and sounding functions within one piece of equipment.
One drum controls the suspension cable, the other controls the movement of the carriage. The latter may be a
spooling drum or take the form of a friction drive pulley driving an “endless” loop. Both drums may be driven
simultaneously in traversing mode or, in sounding mode, the traversing drum may be locked to allow operation of
the suspension cable drum only. This operation may also be carried out using two single drum winches. Measuring
counters may be fitted to record horizontal and vertical cable movement.
4.10 Winch arrangements for a personnel carriage
A winch (sounding reel) is attached to the carriage (cable car) to raise and lower the sounding weight. The winch is
required to operate properly under the load of the sounding weight but both the winch and its mountings should be
capable of accommodating the breaking load of the suspension cable with a factor of safety of two. The winch may
be hand operated or power driven.
4 © ISO 2000 – All rights reserved

---------------------- Page: 14 ----------------------

SIST EN ISO 4375:2004
ISO 4375:2000(E)
4.11 Lightning protection
In areas where electrical storms are considered a risk to cableway operators, provision shall be made to reduce the
likelihood of injury from a lightning strike on the cableway system. In countries where lightning is infrequent and
lightning protection not considered necessary, work instructions should allow for abandonment of operations in the
event of an electrical storm.
5 Functional requirements of cableway components
5.1 Safety factors
5.1.1 General
Factors of safety shall be applied to ensure that the equipment is able to cope with normal working without failure
and to protect the operator in case of abnormal but foreseeable incidents.
The most likely risk of failure of properly maintained cableway systems lies with the possibility of the suspended
equipment becoming caught up on a large floating object. Trees being carried down on a flood are the most likely
source of this danger. The excess loading is applied to the system through the suspension cable. In a bankside
system, the tension in this cable is equal to, and balanced by, the tension in the “return” side of the tow cable. In
both bankside systems and systems with personnel carriages, the load in the suspension cable is also applied to
the main cable (track) through the carriage.
For both arrangements, the factor of safety for normal working shall be achieved by specifying the suspension
cable in relation to a maximum working load. The specification of all other cables shall be with respect to the
breaking load of the specified suspension cable.
5.1.2 Suspension cable
The suspension cable shall be selected to provide a minimum factor of safety of 5 in relation to the maximum
authorized suspended load. The maximum authorized suspended load is the sum of the maximum authorized
sounding weight plus an allowance for the mass of sensing/sampling equipment.
5.1.3 Tow cable
The tow (traversing) cable shall be selected to provide a factor of safety of 1,25 with respect to the breaking load of
the suspension cable.
5.1.4 Track cable
The track cable shall be selected to provide a factor of safety, with respect to the breaking load of the suspension
cable, as follows:
a) bankside cableway system with instrument carriage: 2
b) cableway with suspended personnel carriage: 5
5.1.5 Marking
Cableways shall be clearly marked to indicate maximum authorized sounding weights and approved suspension
cable specification. The use at an established site, of a suspension cable with a breaking load greater than
specified, reduces the factor of safety with respect to the track cable.
© ISO 2000 – All rights reserved 5

---------------------- Page: 15 ----------------------

SIST EN ISO 4375:2004
ISO 4375:2000(E)
5.2 Cableway supports
5.2.1 Approaches
A safe and convenient approach should be available throughout the year on both banks so that an observer may
have easy access to the installation for inspection and operation. It is recognized that access to the far bank may
not always be possible in difficult terrain. If this is the case, it should be recognized in the operation procedures for
that site.
5.2.2 Design load
The cableway supports shall be designed to withstand the breaking load of the track cable selected, together with
any relevant wind loading. Attention shall be paid to lateral loading as a consequence of drag on the suspended
load and allowance made for the extreme condition as the suspension cable approaches breaking point.
5.2.3 Foundation placement
The foundation of the tower should extend from below the frost line to at least 300 mm above ground level. The
size and design of the foundation is dependant on soil conditions and is beyond the scope of this International
Standard.
5.2.4 Height
The height of the cableway support shall be such that all parts of the equipment, suspended from the centre of the
span, will be at least 1 m above the highest flood level to be measured, but at no time present a hazard to
navigation or wildlife. Consideration should also be given to marking the cableway in areas where canoes and
aircraft are used in its vicinity. In certain localities, high structures may be governed by regulations requiring the
provision of aircraft warning lights and warning signs on the track cable.
5.2.5 Corrosion protection
Materials used in the construction of cableway supports shall be protected against corrosion.
5.3 Selection of main cable or track
The main cable shall be corrosion resistant. Wire rope may be used for spans up to 300 m. For longer spans it may
be necessary to use special cables. Guidance on selecting cable sizes is given in annex A.
5.4 Anchorage
5.4.1 Design
Anchorages shall be designed, in accordance with standard engineering practice, to withstand such forces as may
be induced upon them at the point of failure of the main cable.
5.4.2 Inspection accessibility
The point at which a cable is attached to an anchorage shall be so placed that it can be easily inspected.
5.5 Backstays
Where backstays are provided as part of the tower design they shall be of corrosion-resistant steel and be able to
withstand the forces developed at the point of failure of the main cable.
6 © ISO 2000 – All rights reserved

---------------------- Page: 16 ----------------------

SIST EN ISO 4375:2004
ISO 4375:2000(E)
5.6 Tow cable
Provision shall be made to be able to adjust the tension in a tow cable configured as an endless circuit. The
adjuster should be accessible to the operator to allow adjustments to the tension before gauging commences.
5.7 Carriages
5.7.1 Instrument carriage for a bankside system
5.7.1.1 Carriage track wheels
The permissible bending radius of the track cable shall be taken into account in the design of the carriage. This is
usually expressed as a multiple of the rope diameter and should be obtained from the rope manufacturer. Where
an instrument carriage has more than one track wheel, the carriage should be articulated so that the resultant force
is applied mid way between the track wheel axes, or, the geometry of rigid carriages should be arranged so that the
load is distributed equally to each track wheel. Traditional symmetrical triangular designs should be considered to
transmit the whole load through a single track wheel.
5.7.1.2 Load requirements
The carriage shall be capable of withstanding a load equivalent to the breaking load of the suspension cable.
5.7.1.3 Carriage design considerations
It shall be simple in design, be designed to be captive on the track and effectively retain the sounding cable in the
operational position. It shall be corrosion resistant.
5.7.1.4 Carriage operational requirement
It shall permit the operation of equipment without hindrance.
5.7.2 Personnel carriage
5.7.2.1 Design
The carriage can be designed to be operated and used
a) in a standing position; or
b) in a sitting position.
The number of personnel permitted to occupy the carriage shall be clearly indicated on the installation together with
the maximum mass of survey equipment and the maximum sounding weight permitted. The materials used in
construction should be suitable for operation in the extremes of temperature. This is particularly important in seats
and panels which may come into contact operating personnel. The carriage (cable car) shall be designed to
withstand the breaking load of the suspension cable together with the specified maximum loaded capacity of the
carriage, excluding the sounding weight, with a factor of safety of 2.
5.7.2.2 Brake
The carriage shall be provided with a brake or holding device to secure it in any desired positions on the main
cable for the purpose of taking measurements.
© ISO 2000 – All rights reserved 7

---------------------- Page: 17 ----------------------

SIST EN ISO 4375:2004
ISO 4375:2000(E)
5.8 Winches
5.8.1 General
5.8.1.1 Brake
It is desirable for the winch to be fitted with a load-activated brake so as to hold the suspended load and stop the
handle from rotating when the winch is released in any mode of operation.
5.8.1.2 Locking device
The winch shall be provided with a locking device for the purpose of holding suspended instruments at a desired
depth, in steps not greater than 20 mm.
5.8.1.3 Level wind device
The winch shall be designed so as to wrap the cable evenly around the drum.
5.8.1.4 Mechanical advantage
The gearing of a manually wound winch shall be related to the maximum recommended sounding weight, or be
adjustable to provide an optimum relationship between effort at the winding handle and pay-out rate. The effort
required on the handle to raise the maximum recommended sounding weight should not exceed 90 N.
5.8.1.5 Drum diameter
The diameter of any drum shall not be less than the minimum winding diameter recommended for the cable.
5.8.1.6 Signal transmission
Where the suspension cable is required to have an electrical signal core to transmit signals from the suspended
equipment, the winch shall be provided with a method of transmitting these signals to the recording equipment.
5.8.1.7 Power winch requirements
Electrically or hydraulically driven winches should be provided with a facility to vary operating speed. In case of
power failure, the winch shall be automatically braked or employ a gear train which cannot be driven by the load. It
should have provision for manual operation to allow the recovery of equipment. Motor controls should incorporate
overload protection and include “soft start” to reduce shock loading. Controls should require hand pressure for
operation and default to “stop” in the absence of hand pressure.
5.8.2 Winches in bankside systems
5.8.2.1 Torque limiter
To protect the operator in the event of accidental overload, a winch designed for bankside operation should be
fitted with a torque limiter in the tow-cabledrive system, set to slip under a load on the tow cable equal to twice the
maximum suspended load. If a separate winch is employed to control the tow cable, it should be fitted with a torque
limiter set to slip at a load equal to twice the maximum suspended load.
5.8.2.2 Load requirement
The winch shall be able to withstand a loading greater than the breaking load of the suspension cable, applied
simultaneously to the suspension cable and the tow cable.
8 © ISO 2000 – All rights reserved

---------------------- Page: 18 ----------------------

SIST EN ISO 4375:2004
ISO 4375:2000(E)
5.8.2.3 Cable deployment
The winch shall be designed to ensure that the tow cable and suspension cable are paid out at approximately the
same rate.
5.8.2.4 Interlocking mechanism
It shall be possible to operate the suspension cable drum independently of the tow (traversing) cable drum for
depth positioning. The arrangement for engaging and disengaging the two drums shall incorporate an interlocking
mechanism so that the tow- (traversing-) cable drive is immobilized in the sounding mode and connected to the
sounding cable drive in the traversing mode. It shall not be possible to achieve an intermediate state that allows the
tow-cable drive to free-wheel.
5.8.2.5 Mounting design
The mountings used to attach the winch to the tower shall be designed to accommodate a load in shear, equal to
six times the breaking load of the suspension cable. This includes a factor of safety of 3.
5.8.3 Winches on personnel carriages
5.8.3.1 Torque limiter
The winch controlling the suspension cable from a personnel carriage should be fitted with a torque limiter to allow
the drum to turn and pay out cable, without interfering with the operation of the load-activated brake, which should
continue to prevent the handle from rotating under overload conditions.
5.8.3.2 Release device
The cable termination on the winch shall be such that it will release or break free in the event of the cable
becoming fully unwound under overload conditions.
6 Maintenance, examination and testing
6.1 General examination
Cables and anchorages shall, as far as is practicable, be examined for gener
...