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Online ISSN: 2382-9931

Journal of Water and Irrigation Management

Homepage: https://jwim.ut.ac.ir/

University of Tehran Press

Evaluation of the Pathology of Using the Aqueduct for the Potential of Water Supply With the Fishbone Theory Approach

Mona MasoudiAshtiani1 | Ahmad Sharafati2 | Hamid Kardan Moghaddam3

1. Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran. E-mail:

[email protected]

2. Corresponding Author, Department of Civil Engineering, Science and Research Branch, Islamic Azad University, Tehran, Iran. E-mail: [email protected]

3. Water Research Institute, Ministry of Energy, Tehran. E-mail: [email protected]

Article Info ABSTRACT

Article type:

Research Article

Article history:

Received: December 20, 2022 Received in revised form:

February 04, 2023 Accepted: April 03, 2023 Published online: April 14, 2023

Keywords:

Conservative Strategy, Fishbone,

Qanat, Risk, SWOT Matrix.

Qanats were created in the system of providing water resources since the initial formation of cities, but with the expansion of urbanization, the development of the city and the increase in the population, providing water resources in other ways was included in the plan of the trustees. Today, due to the lack of water and the need to use this sustainable water supply system, numerous risks have been created and can expand canals in cities. It is necessary to provide protection strategies after determining the vulnerability of canals. The concept of risk is considered as a method and technique in expressing the emergence and presentation of risks. There are different approaches to present this concept, one of these techniques is using the fishbone method. On the other hand, determining risk without knowing the conceptual dimensions is meaningless, so the purpose of this study is to use a combination of brainstorming, SWOT and fishbone decision-making methods to analyze the main causes of accidents and risks associated with canals, to deal with the details categorizing them and turning threats into opportunities. After holding brainstorming sessions to identify the damage caused to the canals, the SWOT matrix based on weaknesses, strengths, opportunities and threats was completed and the root causes were analyzed using the fishbone method. The results of the SWOT method showed that the proposed strategies should be defined as conservative strategies in terms of strength from the perspective of internal factors with a score of 2.57 and threats from the perspective of external factors with a score of 2.49. On the other hand, the results of aqueduct exploitation risks are divided into two categories:

potential aqueduct risks and effective external risks, and the results indicate the high importance of technological risks with an average score of 7.85, which is why conservative strategies based on risk conditions were defined. The results and strategies presented in this study can provide appropriate management approaches from the perspective of physical protection of aqueducts, urban and rural settlement, underground water management, economic-social, environmental, legal, education and technology, such as defining the apparent sanctum and basin of aqueducts, preparing a map. Comprehensive of the canals of the country and allocation of credit based on the number, importance and sensitivity of the canals and the regulation of safety and protection guidelines for the canals and approving it through the Ministry of Interior and the Parliament to provide the trustees with the optimal use of this water source.

Cite this article: MasoudiAshtiani, M., Sharafati, A., & Kardan Moghaddam, H. (2023). Evaluation of the Pathology of Using the Aqueduct for the Potential of Water Supply With the Fishbone Theory Approach. Journal of Water and Irrigation Management, 13 (1), 239-257. DOI: https://doi.org/10.22059/jwim.2023.352703.1039

© The Author(s). Publisher: University of Tehran Press.

DOI: https://doi.org/ 10.22059/jwim.2023.352703.1039

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TOWS

G M J H C

<

0 aJX 0

0

#^ >

0 M

# R0 . H -T

Nadimi

) G (2001

'@ -@

?0 ( ' G M

aJX ?O F< (

0 M

„„ ( G ' G

0 M G ( S l 'G

%( @ M <

0 M (

#^ >

0 M G

\ 0 ( <

0 i '@ 0 12 z ; .

Kotler

) '@ #> Z2 ( ^ (1988

H

* O A ( QG N!

#

#

G M N]

R

% M

#

• N G M C

= - i 0 M ( - G 'G

( =- ( 'G ( D M

= - Q N!

# J<

# 0 M N]

R 'G G( @ E

Q

Nadimi

) (2001

4 C

" :;

H

* (

%

\ [J Z2 M ( : 2 'G

h 0 M N] a ;:

R

% M 0 M >

M 'J ?0 ( * Ž

;J-^

A ( @ G . -@

E N0 H

%1 O ' --@

% ;,%

% > G( @ E

E G . ( @ H

* i P G M C JX

# ' G ( Q M

?0 ( M ( h 0 M

% % h

A

#@ E 4 M

h A ( @ G

>

l 'G ';E Z%

E .

Johnson et al.

) (1989

'J4 [ ( M

SWOT

'G ( ( QG - M

4 C! ( '@

' N]

R

% M W; 0

> J E @

Ahmadi

) (2007

QL K ( '

C

SWOT

( * ];:

W M @ a J '@

'G CDE

= ';>

0 A C

<

aJX

#^ >

0 0

(9)

( -E @ 1 ;

M 0 M J< 'G U -;

# -@

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H

* -;?

G

( D i$

0 (

! S ( %

.#

J4 [ z ;

Srivastava et al.

) '@ # @ ! (2005

N <

* O F SWOT

;,%

# ( F<

A

" T( T W

G M C 0 M N;,

" , '@ E

( G D C

• ', 0 - - 0 0

'?-O 0 M U

#^ > - J< 0 X 0

# 0 M i

G ( N0 G

` <

aJX

?0 ( 'G O (

. ( H -D A D CY , 0 ?N@ D

N@

@ W

@ $ m [ ( (

A W " T( T ( ;G

i ( G ( G 'G B~

( Q%

0 - # H #^ > aJX <

?S ' -G M E .

$ C < aJX ` '@ -;,0

! E M

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#^ >

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E G 0 4 ;-@

( A -D .

SWOT

H ]]:; 'G ( D H

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aJX 0 0

( C

G )

#^ > 0 0

( ' ?S k: R N] A G '[G ( ( --@ M -G

#^ > ', 'G ( 0 0 0

< G aJX 0 ( < 0

12 . P0 C ND B2 %

* O M 0

SWOT

! ( ' H -J M JG

'G C J C^ ! ;G 0 ?0 (

* O F X ( #^ > aJX < ' %( T C

SWOT

- 2 ( ?0 ( '; ( T 0

) * O . 1

B (

P N ( SWOT

) 0

Kotler, 1988; Nadimi,

2001; Johnson et al., 1989; Ahmadi, 2007; Srivastava et al., 2005; Shrestha et al., 2004

.(

trategies S atrix and its M

SWOT .

1 Table Strategic Factors

Internal Environment Strength

S

Weakness W External

Environment

Opportunity O

SO Offensive Strategies

WO Conservative Strategies Threat

T

ST Competitive Strategies

WT Defensive Strategies

h G J4 [

Golkar

) * O H ( (2001

NO M 0 ?0 ( )

(SO

< ( $ G G ( M 0

#^ >

C^ ! G M 0

#^ > M Ž@ ! W; G J E 'G G [ M 0

( < ` M %( @ .

< ?[ M 0 ?0 ( )

( WO

aJX ( $ G

#^ > G ( M 0 C^ ! G M 0

W; M ; ( ( E

# Q 4 G M 0

#^ > ( '@ M H O aJX ` ?O M G # ';W [ M 0

E M 0 ?0 ( .

};<

) (ST

< ( $ G C^ ! G M 0 G ( M 0

M G < ` W; G J E

'O #J N E

( 0 G .

J> M 0 ?0 ( )

( WT

aJX ( $ G C^ ! G M 0 G ( M 0

( C< ! 'G M G E

` 0 E M 0 aJX

.#

l?S =

AliAhmadi

) (2007

'G

* @( S

SWOT

'@ # M JG * O A CD ; 4 NJ #4 ! (

A 0 M1 ; '; A ! ( T

N0 # '@ ' %

Golkar

) (2001

% @ 0

'G ‚ > ' %( T M 0 ?0 ( ( ^

P-@

% G % R;, E( # O ( -@

'G . (

* Ž - (

M 0 ?0 (

WO

?0 ( E W; aJX A M G M G #^ > A % < ?[

P-@

% ( ^ ( '@

aJX G M G $ P G M(

#^ >

K ( H -T 0 .# E | : -@ < ?[ ?0 ( E '; @ 0

# E H ;G <( i ( E( G M G ^ ]$ , / ?0 ( H M G P0 12 z ; .

Ahmadi

) (2009

0 QL '@

HE ( k: F[ A ( ( A 1 ; # J< - ‚ > C '

(10)

Z4 . 'G ( =-

* ? [ i E '@ x X H 'G 'O G ( N )

O( $ $ (

G 2

% % q * ! ( NY -;,0

e ( # e

( G ( ';> %( <

a ;: FS (

M1 ;

* ? . N € :; ( 0 AN@ ( H N

#4 ! ;G -@

# HDN - ( '@ ( W ;: M 0

-0 •(

• P 2 ( G N - G

.

Golkar

) (2001

0 ?0 ( a J H -T ( -@

:

7 H7 I :)

) :(SO

$ G 0 ?0 ( H„„

< (

#^ > G ( M 0 C^ ! G M 0

E

#^ > M Ž@ ! W; G J 'G G [ M 0

( < ` M %( @

.

7 H7

< L )

:(WO

aJX ( $ G 0 ?0 ( H

#^ > G ( M 0 C^ ! G M 0

-

# Q W; M ; ( ( E G M 0

4

#^ > ( '@ M O aJX ` ?O M G # ';W [ M 0

H E .

7 H7 / ;

) :(ST

< ( $ G 0 ?0 ( H C^ ! G M 0 G ( M 0

G J E

#J N M G < ` W;

'O ( 0 G E .

7 H7 )

) :(WT

aJX ( $ G 0 ?0( H C^ ! G M 0 G ( M 0

'G M G E

C< ! ( aJX ` 0 E M 0

.#

AliAhmadi

) G H -T (2007

'@ -@

'G

* @( S

T A 0 '@ # M JG * O A CD ; 4 NJ #4 ! ( SWOT

M1 ; '; A ! (

.#

P0 12 b ;

Golkar

) '@ # @ ! (2001

'G ‚ > ' %( T M 0 ?0( @ 0 ( ^

P-@

% -@

G % R;, E( # O ( 'G . (

M 0 ?0( ( * Ž - W; aJX A M G M G #^ > A % WO

0( E < ?[ ? P-@

% ( ^ ( aJX '@

G M G $ P G M(

#^ >

< ?[ ?0( E '; @ 0

H ;G <( i ( E( G M G ^ ]$ , / ?0( H M G K ( H -T 0 .# E | : -@

# E .

AliAhmadi

) ( E ( H ( (2007

-@

'@

‘# J< - ‚ > C ' QL F[ A ( ( A 1 ;

HE ( k:

'G Z4 .

* ? ( =- [ i E '@ x X H 'G 'O G ( N

) $

O( $ ( % % q * ! ( NY G „„ 2 E G

e ( G ( #4 ( #„„

’FS ( ';> %( <

M1 ; a ;:

* ? . N € :; ( 0 AN@ ( H N

#4 ! ;G -@

- ( '@ ( W ;: M 0

P 2 ( G ( -0 •( # HDN N - G

)

Golkar, 2001; AliAhmadi, 2007

.(

2 . 5 . 7 8 # (

Moorhead and Griffin

) (2008

> S D>

( M D -D A 0 M J H ( 0 D M DW h G U -

0 % a J -@

( 'G '@

b '0 ( 1950 .#> % ( < W; ( H

= 0 K ( '

M ( I

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S : % Q

@ . E G W

# JG C! ( 0 M

( G 0 E s

; M O Q

#, . X ! } E

G ( $ =

$ G ( ( = . --@

} 'G E

. Ahmadi

)Ali

(2007

D> > S M

(

'G - E ( > J -@

@ ( $ = 'Y ( 'G ( ( } '@

G F G -@

H 0 !

i , U ' ,

E )

Griffin and Moorhead, 2008; Fathian and Mahdavi pour, 2008;

AliAhmadi, 2007

'@ L .(

( DN0 M -0 N0 0 M 0

# O ( G JX

# -<

z[

( @ '

= ' F O

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. % C ND i 0

(11)

-

•M( E a ;: M 0 ! - ' [- " #@ E " FG - # #@ E C E (

•M

- H G Q@

-< N4

• G : ( M 0

- _

•( @ M E % -0 >

- • ; N;$ - =

-

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i " #V W! ! ( M 0

#,

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• 0

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.

3 . 90 " :

3 . 1 .

; < 7 = >0 " ?@

AB &

G ?0 ( 'Y ( C ' QL

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#> % . C * H -E M G ( D N;,

:; C

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B H

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( #^ >) O( $ C (aJX < ` ) $ C A 1 ; ; ) # N0 U X . E G

R , (* O x NL G C 0 # N0 Q N

` N C@

B 'G H G U X H .# #

W^

A q;

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= R 0

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(12)

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Table 2. Strengths and Weaknesses in Using Qanats Factor

Type Factors Importance

Factor

Rank Factor

Final Score

Strengths

No cost and availability of water from Qanats. 0.049 2.4 0.12

The water in the Qanats is permanent, and it is not cut off in case of

emergencies and the need for agriculture in water-sensitive times. 0.048 1.8 0.09 The underground water resources are exhausted by the Qanats

and are used for a long time. 0.054 3.2 0.17

The useful life of the Qanats is very long if it is properly

maintained and maintained. 0.053 3.1 0.16

Watering of the Qanats is relatively regular throughout the year. 0.056 2.9 0.16

No change in underground water quality during operation. 0.049 2.1 0.10

The high economic efficiency of the aqueduct includes continuous and long watering, no need for spare parts and fuel, low cost, and the possibility of energy production in Qanats with slope breakers.

0.048 3.6 0.17

The role of the positive effects of Qanats drainage. 0.054 1.9 0.10

The accumulated long-term experiences of people's participation

in the exploitation of Qanats in our country, Asian and European countries. 0.056 2.2 0.12 The influence of the Qanats on the social life of the people. 0.057 2.4 0.14

Weaknesses

The sensitivity of Qanats water to changes in drought and drought 0.055 1.6 0.09 It is not possible to dig Qanats in flat lands and lands that

do not have enough slope, as well as in very loose and sandy lands. 0.049 2.2 0.11

Non-usual exploitation of Qanat water by qanat owners. 0.052 3.4 0.18

The possibility of entering industrial and urban pollutants. 0.058 1.7 0.10

Failure to pay attention to allocating funds to the

maintenance and sustainability of Qanats. 0.053 2.3 0.12

For the Qanats, an official document was previously given to the owners.

With the new document registration law, it is not possible to issue an official document to the heirs.

0.046 2.8 0.13

Qanat water flows permanently and cannot be controlled. 0.048 2.9 0.14

The absence of competent and experienced trustees, operators and beneficiaries can be due to the increase of small ownership and the lack of convergence with each other in their maintenance and optimal use.

0.057 3.4 0.19

Lack of structural support of the authorities for

the Qanats and investment in it. 0.049 3.5 0.17

Final Score 2.57

sing Qanats U

hreats of T

Opportunities and .

3 Table Factor

Type Factors Importance

Factor Rank Factor Final Score

Opportunity

Tourism potential of Qanat. 0.034 3.1 0.105

Drainage of surface waters. 0.026 1.7 0.044

Qanat system as a factor to prevent urban flooding. 0.025 1.9 0.048

Provision of drinking water for humans and animals and agricultural use. 0.031 3.4 0.105 Creating environmental opportunities of Qanats in the sustainable

development of arid and semi-arid areas. 0.027 2.4 0.065

Artificial feeding of underground water layers - Qanats, in addition to economic use for humans, are considered as precise regulators of underground water discharge.

0.028 2.6 0.073

Fish farming 0.023 1.4 0.032

Operation of water mills with Qanats. 0.022 2.1 0.046

Creating social and cultural opportunities such as the culture of conversation and discussion among the people living in the Qanat basin and creating a spirit of cooperation and alignment among the people.

0.024 2.3 0.055

Creation of common ways over time in the form of custom and

tradition. 0.022 2.4 0.053

Self-representation as a cultural-artistic work, spreading the culture

of tolerance, tolerance and peacefulness. 0.029 2.4 0.070

Playing a role in mythmaking. 0.023 2.8 0.064

Having an unbreakable link with the religious and belief issues of the

people. 0.025 2.9 0.073

Representing the hard work and efforts of the people of arid and

semi-arid areas and promoting the culture of work and group effort. 0.024 2.7 0.065

(13)

Continued table 3. Opportunities and Threats of Using Qanats Factor

Type Factors Importance

Factor Rank Factor Final Score

Threat

Lack of guidelines or approved regulations regarding the safety and

stability of the Qanat from the government or program organization. 0.023 2.6 0.060 Lack of training of specialized and young personnel in digging,

maintaining and operating Qanats. 0.032 1.5 0.048

Non-implementation of watershed operations upstream of Qanats. 0.034 3.7 0.126 Absence of Qanat management unit in the country's water structure

and appropriate inter-departmental coordination with specific job descriptions.

0.035 2.4 0.084

The continuous drop of the underground water level in the plain

containing the Qanat. 0.032 3.3 0.106

Absence of specific support strategies for people's organizations

created to revive Qanats. 0.033 2.5 0.083

Violation of the hydraulic boundary of Qanats by drilling

unauthorized wells. 0.029 2.6 0.075

Digging deep and semi-deep wells and placing them in the shadow of

Qanats and lack of innovation in order to increase their water level. 0.028 2.4 0.067 The loss of many good and favorable traditions of the past in matters

related to Qanats and the decrease of sympathy and public participation.

0.024 2.6 0.062

Lack of attention of the government sector in investing more than

before, to start and rebuild the Qanats. 0.025 1.9 0.048

The removal of water pipes from the Qanats maintenance cycle. 0.023 1.9 0.044 Failure to update the repair of Qanats in a new and low-risk way. 0.029 2.9 0.084

Absence of association of the authors and related insurance. 0.027 2.1 0.057

Difficulty of work and lack of desire of young people for this job, failure to transfer the experiences of past or present moqani to the new generation in a scientific and practical way, and the use of people other than skilled moqani in the restoration of Qanats.

0.023 2.2 0.051

Lack of a comprehensive map of Qanats and prioritization of

importance and sensitivities for revival and restoration. 0.028 2.8 0.078

Shifting generations and changing technology and environmental

hazards of used materials. 0.029 2.5 0.073

Possible (active and potential) lowering of the water level. 0.03 2.5 0.075

Due to the passage of the aqueduct furnace under the cities and villages, there is a high possibility of contamination of the water of the Qanats aqueducts. This pollution is increasing with the development of the cities.

0.029 2.3 0.067

Lack of proper equipment of the Qanats and lack of use of necessary and resistant materials and coatings in the bars and furnaces, which has caused the aqueducts to fall and reduce the flow of water.

0.031 2.4 0.074

Failure to make necessary arrangements to prevent floods from

entering the Qanats. 0.03 2.9 0.087

All development plans that may directly or indirectly intersect with

the Qanats. 0.032 2.4 0.077

Lack of proper policy for the revival of Qanats. 0.03 2.5 0.075

Final Score 2.49

R0 H -T

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Figure 3. The final matrix of SWOT analysis

3 . 2 .

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Table 4. Prioritization of risk-creating potentials in Qanats according to experts' opinion

Index Subindex Average

Score Priorit

y

Potential risks of Qanats

Failure to preserve the structure of Qanats. 7.7

No dredging. 7.6 5

Failure to repair and improve unprincipled. 7.2

Unusable due to different uses. 6.5

Unexploitable Risks

Land subsidence. 6.6

7

Failure to observe the proper distance and privacy of the Qanat. 7.9

The passage of urban facilities through the Qanat (such as: gas network, sewage, etc.) 6.7 Infiltration of urban, hospital and industrial wastewater into the Qanat furnace. 6.6

Pollution of the aquifer feeding the Qanat. 7.5

Covering the bars of the Qanat wells. 7

Failure to make the necessary arrangements to prevent floods from entering the Qanats. 7.3

Digging deep and semi-deep wells along the Qanats. 8.7

Dumping garbage and construction debris in the wells of Qanats and destroying them. 7 The effect of the location of the well and its privacy from sources of pollution. 6.7 Technical development of the city and its infrastructure, such as: pile foundations of urban bridges. 6

Excavations caused by construction and high-rise construction. 6.6

Metro crossing. 6.6

Management Risks

Lack of integrated management of Qanats and lack of determination of operation and maintenance system. 7.6

Lack of attention to new approaches to preserve and revive Qanats. 7.6 3

The priority is not to provide water to the city through Qanats. 7.2

Absence of Qanat water exploitation system. 7.1

Legal Risks

Failure to explain the description of organizational and interdepartmental duties. 7.2

4

Failure to determine the privacy of canals in matters related to height rights. 7.5

Lack of transparency of the fair distribution of water law. 7.6

Not knowing the exact locations and amount of annual harvest. 6.9

The lack of clarity about the rules related to preventing construction. 7.4

Lack of active owner or lack of physical presence. 7.5

Safety and Security Risks

Changing the urban land use of the upper Qanats in accordance with the comprehensive plan and development of the city. 7.7

The absence of a diagram of the soil texture and type of the Qanats. 6.6 6

Failure to develop urban planning and technical guidelines for construction in the area of Qanats. 7.5 Earthquake effect due to the location of Tehran in the area with very high relative risk. 6.5 Social-Cultural-

Political Risks

Failure to identify and introduce canals as urban, national and global cultural and spiritual heritage. 7.7 2

Economic and Financial Risks

The effect of the type of Qanat consumption (green space, medicinal, agricultural, drinking, industrial, etc.) 6.3

Lack of appropriate budget allocation for the affairs related to the Qanat. 7.7 8

The lack of cost-effectiveness of maintaining the aqueduct and its construction according to the current conditions

(renovation, restoration and reconstruction of the Qanat. 6.7

Technological Risks Failure to transfer and update the knowledge of construction and maintenance of Qanats. 8

Failure to use new technologies. 7.7 1

(16)

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