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Simplified dispersion analysis based on dye tests at a small stream

Abstract

The modelling of solid transport in open channels requires good knowledge about parameters related to basic processes such as hydrodynamic dispersion, advection and decay rates. Such parameters are usually determined by dye tests. Numerous tracer studies have been performed on laboratory flumes and natural rivers. However, on-site sampling is often difficult, expensive and needs special apparatus. The main aim of the study was to justify simplified method based on the monitoring of the dye cloud shape in order to determine both longitudinal and transversal dispersion coefficients. In this study, four dye tests were carried out on a small local stream (the Lipkovsky) using Rhodamine WT fluorescein dye as a tracer. The tests were carried out in such a manner that both longitudinal and horizontal transversal dispersion data were obtained. For this purpose, the visually determined extent of the dye cloud was interpreted via the analytical solution of the advection-dispersion equation. The results obtained by this simplified approach indicated that the longitudinal dispersion coefficient Dx = 0.051–0.057 m2/s and the coefficient of horizontal transversal dispersion Dy = 0.00024–0.00027 m2/s. The method was justified by corresponding root mean square error (RMSE) counting RMSE = 0.65–1.02 m for the dye cloud centre, RMSE = 1.87–2.46 m for the head and tail of the cloud and RMSE = 0.025–0.11 m for the cloud width, the Nash-Sutcliffe efficiency coefficients ranged from 0.9 to 0.998. The comparison of these values with empirical formulae and other tracer studies indicated significant overestimation of the mentioned values of Dx, which can be attributed to the uniform velocity distribution along the width of Lipkovsky Stream. Much better agreement was achieved for Dy.

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Simplified dispersion analysis based on dye tests at a small stream

Author: Říha, Jaromír; Julínek, Tomáš; Kotaška, Stanislav
Publisher: Institute of Hydrology SAS
Year: 2023
DOI: 10.2478/johh-2023-0022
Source: https://dspace.vut.cz/bitstreams/e2891e7c-caa5-4cf1-b351-f6876c72e02c/download
J. Hyd ol. Hyd omech., 71, 2023, 3, 316–330
h ps://doi.o g/10.2478/johh-2023-0022
©2023 Ja omí Říha e al., published by Sciendo. This wo k is licensed unde he C ea i e
Commons A ibu ion-NonComme cial-NoDe i a i es 4.0 In e na ional Licence.
316
Simpli ied dispe sion analysis based on dye es s a a small s eam
Ja omí Říha*, Tomáš Julínek, S anisla Ko aška
B no Uni e si y o Technology, Facul y o Ci il Enginee ing, Ins i u e o Wa e S uc u es, Ve e i 95, 602 00 B no, Czech Republic.
E-mails: juli[email p o ec ed]b .cz; ko aska.s@ ce. u b .cz
* Co esponding au ho . E-mail: iha.j@ ce. u b .cz
Abs ac : The modelling o solid anspo in open channels equi es good knowledge abou pa ame e s ela ed o basic
p ocesses such as hyd odynamic dispe sion, ad ec ion and decay a es. Such pa ame e s a e usually de e mined by dye
es s. Nume ous ace s udies ha e been pe o med on labo a o y lumes and na u al i e s. Howe e , on-si e sampling is
o en di icul , expensi e and needs special appa a us. The main aim o he s udy was o jus i y simpli ied me hod based
on he moni o ing o he dye cloud shape in o de o de e mine bo h longi udinal and ans e sal dispe sion coe icien s.
In his s udy, ou dye es s we e ca ied ou on a small local s eam ( he Lipko sky) using Rhodamine WT luo escein dye
as a ace . The es s we e ca ied ou in such a manne ha bo h longi udinal and ho izon al ans e sal dispe sion da a
we e ob ained. Fo his pu pose, he isually de e mined ex en o he dye cloud was in e p e ed ia he analy ical solu ion
o he ad ec ion-dispe sion equa ion. The esul s ob ained by his simpli ied app oach indica ed ha he longi udinal
dispe sion coe icien Dx = 0.051–0.057 m2/s and he coe icien o ho izon al ans e sal dispe sion Dy = 0.00024–0.00027
m2/s. The me hod was jus i ied by co esponding oo mean squa e e o (RMSE) coun ing RMSE = 0.65–1.02 m o he
dye cloud cen e, RMSE = 1.87–2.46 m o he head and ail o he cloud and RMSE = 0.025–0.11 m o he cloud wid h,
he Nash-Su cli e e iciency coe icien s anged om 0.9 o 0.998. The compa ison o hese alues wi h empi ical
o mulae and o he ace s udies indica ed signi ican o e es ima ion o he men ioned alues o Dx, which can be
a ibu ed o he uni o m eloci y dis ibu ion along he wid h o Lipko sky S eam. Much be e ag eemen was achie ed
o Dy.
Keywo ds: Wa e quali y modelling; 2D i e mixing; Dye es ; Longi udinal and ans e sal dispe sion coe icien .
1. INTRODUCTION
S eam wa e quali y modelling has been widely used since
he 1970´s o assess cu en condi ions and he impac s o
p oposed measu es o wa e quali y imp o emen in open
channels (B own and Ba nwell, 1987; Chap a, 1997; C owde e
al., 2004; DHI, 2010; HEC-RAS, 2022). The applica ion o
models equi es eliable da a on pa ame e s desc ibing anspo
p ocesses such as hyd odynamic dispe sion, ad ec ion and decay
a es. Ad ec ion phenomena can be desc ibed by s anda d
hyd odynamics. The eliabili y o nume ical models p ima ily
depends on hei inpu pa ame e s, which include cha ac e is ics
such as he geome y o channel and hyd aulic s uc u es,
channel oughness, and anspo cha ac e is ics, o which he
mos in luen ial is hyd odynamic dispe sion. Also, he
implemen a ion o ini ial and bounda y condi ions is e y
impo an . E en i he alues o he men ioned pa ame e s may
be de e mined using a ious p edic i e echniques like gene ic
p og amming (Azama hulla and Wu, 2011; Riahi-Mad a e al.,
2009) o empi ical o mulae, he mos eliable echnique is
conside ed o be backwa d analysis ia he calib a ion o
nume ical models (Ani e al., 2009) using da a om ace
s udies. E en i a ailable li e a u e p o ides nume ous esul s o
ace s udies, new da a a e s ill needed o pa icula cases such
as small o winding s eams wi h a ious hyd aulic
cha ac e is ics. The ealisa ion and e alua ion o dye es s is
o en limi ed by he una ailabili y o sampling and app op ia e
measu ing de ices by which only poin samples o he dye may
be aken and p ocessed. Halmo á e al. (2014) summa ized he
esul s o ield expe imen s in small s eams and assessed he
coe icien o longi udinal dispe sion. Resul s om sal
expe imen s a di e en lows o a ious hyd ological and
ege a ion condi ions esul ed in he coe icien s o longi udinal
dispe sion in he ange om 0.2 o 2.5 m2/s. Shin e al. (2020)
used he eloci y and concen a ion in o ma ion collec ed om
ace es s in la ge-scale meande ing channels and calcula ed he
longi udinal and ans e se dispe sion coe icien s using he
wo-dimensional ad ec ion-dispe sion model. Pa k e al. (2020)
e alua ed wo di e en o ms o spa ially changing dispe sion
enso s employing bo h e ical eloci y p o iles and dep h-
a e aged low ields which enabled o es ima e he a i al
ime and peak concen a ion and o compa e bo h app oaches
used.
Dye es s (some imes e e ed as ace expe imen s) ha e
been ca ied ou in open channels o a ious sizes o de i e
dispe sion coe icien s and e i y empi ical o mulae (Kim,
2012; Leibundgu e al., 1993; Uyigue and Abah, 2020; Van
Mazijk, 1996; Velisko a and Kohu ia , 1992). Nadal e al.
(2021) in es iga ed and compa ed he alues o he longi udinal
dispe sion coe icien ob ained by using wo di e en
me hodologies. The i s me hod in ol ed applying a o mula
ha has been c ea ed ha con ains a ho ough desc ip ion o he
hyd odynamic pa ame e s measu ed wi h a hyd oacous ic
de ice, while he second me hod in ol ed injec ing a
conse a i e ace using he same me hodology as he non-ideal
chemical eac o heo y o low wi h dispe sion. E alua ion o
longi udinal dispe sion coe icien s ia in e se analysis usually
in ol es he modelling o he ad ec ion-dispe sion p ocess
(Boxall and Guyme , 2007; Julínek and Říha, 2017; Ma in e al.,
1999; Van Mazijk, 1996; Van Mazijk and Veling, 2005).
Comp ehensi e summa ies o expe imen ally measu ed da a o
he longi udinal dispe sion coe icien in na u al s eams a e
p o ided by (Zeng and Huai, 2014) and (Wang and Huai, 2016).
A emp s o use in e se modelling and gene ic algo i hms, and
Simpli ied dispe sion analysis based on dye es s a a small s eam
317
o apply neu al ne wo ks, we e made by (Sahay, 2013) and (Ani
e al., 2009). Han e al. (2019) ca ied ou an expe imen al s udy
ega ding he ela ionship be ween ans e se dispe sion and
di usion based on he esul s o dye es s pe o med in a
meande ing channel loca ed in he Andong Ri e Expe imen
Cen e (Sou h Ko ea). The coe icien o ans e se dispe sion
was de i ed o he meande ing channel. The in luence o he
ans e se mixing p ocesses consis s o mainly u bulen
di usion and dispe sion due o ans e se ci cula ions. The
ans e se dispe sion coe icien was s udied bo h unde
labo a o y condi ions (Gond e al., 2021; Han e al., 2019;
Okoye, 1971; Say e and Chambe lain, 1964; Seo e al., 2006)
and in na u al s eams (Jeon e al., 2007; Say e and Yeh, 1973).
The es s we e pe o med in o de o e alua e he ans e se
mixing coe icien unde di e en low condi ions. The
subs ance injec ed in o a s eam was moni o ed by measu ing
ace concen a ion in c oss-p o iles u he downs eam and
calib a ing a ans e se di usion model based on he
measu emen s. The es s allowed he inclusion o he in luence
o hyd aulic pa ame e s and channel geome y mainly in he
o m o empi ical o mulae o bo h longi udinal and ans e se
dispe sion coe icien s (Aghababaei e al., 2017; Deng e al.,
2001; Gond e al., 2021; Huai e al., 2018). Jung e al. (2019)
s udied he easibili y o using he eloci y-based me hod o
calcula ing he ans e se mixing coe icien o he wo-
dimensional con aminan anspo model o subs i u e he
concen a ion-based me hod in which he mixing coe icien is
calcula ed om he concen a ion cu es ob ained ia he ace
expe imen . I was ound ha he meande ing o he channel and
i s ibu a y con olled he ans e se mixing.
A a ie y o ace s may be applied du ing expe imen s (Field,
2003; Pujol and Sanchez-Cabeza, 1999). T ace s should ul il
ce ain equi emen s, such as high solubili y in wa e , easy
de ec ion, low backg ound concen a ion in na u al s eams,
conse a i e beha iou , negligible impac on he aqua ic
en i onmen , and low cos . F om his pe spec i e, luo escen
dyes a e he mos sui able and mos equen ly used ace s
(Feue s ein and Selleck, 1963). They include Fluo escein,
Lissamine FF, Rhodamine B and Rhodamine wa e ace (WT)
(Mc Cu cheon, 1989). Rhodamine WT is commonly used as a
dye ace , as i s p ope ies mee he a o emen ioned
equi emen s well (Ma in e al., 1999; USEPA, 1989). To
de e mine he iabili y o mapping spa ial pa e ns o dispe sion
in s eams wi h inc eased u bidi y, Leglei e e al. (2021)
pe o med an expe imen wi h a ying dye concen a ion and
u bidi y wi hin wo anks while ob aining ield spec a,
hype spec al, and RGB ( ed, g een, blue) pho os om a small
Unoccupied Ai c a Sys em. These da a se s we e subjec ed o
an op imal band a io analysis, which e ealed signi ican
connec ions be ween egionally a e aged e lec ance and
Rhodamine WT dye concen a ion o e ou di e en u bidi y
le els. The e o e, Rhodamine WT luo escein ace was selec ed
o his s udy, he e m “dye es ” is used h oughou he ollowing
ex . Bu dziakowski e al. (2021) s udied dispe sion o pollu an s
wi hin an en i onmen using, ace s Rhodamine WT and u anine.
De ec ion and calcula ions o ace concen a ion was done using
unmanned ae ial ehicle and a simple digi al came a. The me hod
enables ob aining in o ma ion on he ime o a i al, peak
concen a ion, and he dimensions o he dye cloud and i s
mo emen in he wa e en i onmen . Leglei e e al. (2019) based
de ec ion o dye cloud p og ession on a hype spec al imaging
sys em moun ed on UAV. Va ious de ec ion and g aphical
echniques a e used o he ep esen a ion o pollu ion anspo
bo h in su ace wa e s (Bu dziakowski e al., 2021) and
g oundwa e (Sadegh am e al., 2022).
Less eliable esul s may be ob ained om empi ical o mulae
applied o he de e mina ion o dispe sion pa ame e s (namely
he coe icien o dispe sion) aking in o accoun channel and
low cha ac e is ics (Top ak e al., 2004). Empi ical o mulae a e
de i ed based on he physics o dispe sion and a e alida ed
using da a ob ained om dye es s. The e o e, he esul s
ob ained using such empi ical equa ions should be used o
s eams wi h simila condi ions o hose o which hey we e
de i ed. Mos o he empi ical o mulae o he de e mina ion o
dispe sion coe icien s a e based on an equa ion in oduced by
Fishe (1967). Wi h espec o he pa icula hyd odynamic and
geome ical cha ac e is ics o a s eam, modi ied equa ions we e
p oposed by Liu (1977) and Seo and Cheong (1998). Deng e al.
(2001) implemen ed he local mixing coe icien in o Fische ´s
o iginal o mula. Longi udinal dispe sion iden i ied o na u al
s eams by dye es s was ecen ly published by (Uyigue and
Abah, 2020), while empi ical o mulae o he de e mina ion o
he coe icien o longi udinal dispe sion in small s eams we e
p oposed by Oli ei a e al. (2017), Mu phy e al. (2007),
Pe ucca e al. (2009), Tealdi e al. (2010) and Sokáč e al. (2020)
show he impo ance o ege a ion, ha ing ound ha mean
eloci y in channels wi h ege a ion can di e signi ican ly om
ha ound in non- ege a ed channels. Analy ical solu ions o
he ad ec ion-dispe sion equa ion we e p o ided by, e.g.
(Daněček e al., 2002; Van Genuch en and Al es, 1982) unde
simpli ied hyd odynamic condi ions (e.g. du ing uni o m
channel low). The applica ion o asymme ical s a is ical
dis ibu ions o he simula ion o solu e anspo in s eams was
s udied by (Sokáč e al., 2019).
Ad an ages and sho comings o me hods o he dispe sion
coe icien de e mina ion is in Table 1.
This s udy deals wi h longi udinal and ans e sal dispe sion
coe icien s ob ained ia he simpli ied e alua ion o dye es s.
The no el y o he e alua ion lies in i s simplici y, as he e is no
need o special equipmen and ad anced analysis p ocedu es
du ing he de e mina ion o dye concen a ion. The esul s we e
ob ained ia he analy ical solu ion o he ad ec ion-dispe sion
equa ion and compa ed wi h bo h empi ical equa ions and dye
es s ca ied ou by a ious au ho s.
2. METHODS
The me hodology consis s o acqui ing channel geome y and
cha ac e is ics (including g ain size o he bed) and low
condi ions using hyd ome ic measu emen . Fu he on
p epa a o y wo ks ollow including selec ion o he dye,
o ganisa ional issues and p elimina y analysis o he p oblem.
The dye es s and pa allel measu emen s p o ide geome ic
cha ac e is ics o he dye cloud a indi idual ime ins an s. A
inal e alua ion he dispe sion coe icien s a e de i ed and he
me hod p oposed is jus i ied ia e iciency coe icien s. The
me hodology is desc ibed g aphically using he lowcha in
Fig. 1.
2.1. Theo e ical conside a ions
The solu ion o he anspo o dissol ed ma e conce ns wo
sepa a e p oblems, namely open channel low and solu e
anspo .
In ou case he low was conside ed o be s eady and uni o m
du ing all dye es s. The wa e dep h and a e age eloci y in he
conside ed s eam each we e assumed o be app oxima ely con-
s an . This assump ion was jus i ied by he measu emen o he
wa e le el in p o iles 0 and D du ing he es s.
Ja omí Říha, Tomáš Julínek, S anisla Ko aška
318
Table 1. Compa ison o me hods o he dispe sion coe icien de e mina ion.
Me hod Ad an ages Disad an ages
Concen a ion based me hods
Taking single samples no special sampling equipmen
manual sampling
main enance and anspo o single
samples
labo a o y analyses
Con inuous measu emen
(one o mo e poin s in a p o ile)
con inuous empo al da a,
no manipula ion wi h samples
sampling appa a us necessa y,
need o skilled s a o da a
ans o ma ion and analysis
A ial pho o analyses iden i ica ion o cloud mo emen in
space and ime,
analysis o images using GIS
echniques
indi ec concen a ion de e mina ion wi h
less accu acy,
special equipmen and licenced pilo
necessa y
Dye cloud geome y obse a ion me hods
Manual measu emen iden i ica ion o cloud mo emen in
space and ime,
simple echnique,
no labo a o y analyses,
nume ous s a o cloud iden i ica ion,
applicable o smalle s eams,
limi ed accu acy
A ial pho o analyses desc ip ion o cloud mo emen in
space and ime
image analysis wi h GIS echniques
ae ial pho og aphy equipmen , licenced
pilo ,
S eam/ i e geome y and low condi ions
Empi ical equa ions easy o use,
no ield and labo a o y wo ks
app op ia e o mula o gi en s eam,
e y limi ed accu acy
Fig. 1. The lowcha ep esen ing p oposed me hodology.
T adi ionally, he p oblem is ea ed as one-dimensional (1D)
(Amb ose e al., 1996; Van Mazijk, 1996). Fo a 1D s eady uni-
o m open channel low in he x di ec ion he ollowing holds:
𝑄=𝐴𝑢=𝐴𝐶𝑅𝐽 (1)
whe e Q is discha ge, A is he low a ea, u is he mean eloci y
in he channel, R is he hyd aulic adius, J is he ene gy slope and
C is Chézy eloci y coe icien .
The calib a ion o he simple hyd aulic model based on ield
measu emen s indica ed ha low cha ac e is ics du ing all es s
p o ided only mino changes (see chap e s 2.3 and 3.2).
T anspo p ocesses in open channels a e desc ibed by he
ad ec ion-di usion equa ion (Fishe , 1967; Fishe e . al., 1979;
Fou ie , 1822; Knopman and Voss, 1987), which o he 1D low
(along x di ec ion) and 2D ho izon al dispe sion (in x, y
di ec ions) o conse a i e ma e eads (Singh e al., 2010; Van
Mazijk, 1996):
𝜕𝑐
𝜕𝑡+𝑢𝜕𝑐
𝜕𝑥−𝐷

𝜕

𝑐
𝜕𝑥

−𝐷

𝜕

𝑐
𝜕𝑦

=0 (2)
whe e c is solu e concen a ion, u is c oss-sec ional mean
eloci y, D
x
is longi udinal hyd odynamic dispe sion (dispe sion
coe icien ) including molecula di usion and in ol ing he
a ia ion o local eloci y ac oss he low p o ile, D
y
is he
ans e sal dispe sion coe icien , is ime and x, y a e spa ial
coo dina es.
Simpli ied dispe sion analysis based on dye es s a a small s eam
319
The ini ial condi ion exp esses he concen a ion a ime 0 = 0,
𝑐(𝑥,𝑦,𝑡)=𝑐(𝑥,𝑦). (3)
The Di ichle bounda y condi ion p esc ibes concen a ion in
he ups eam p o ile o s udied domain x = 0:
𝑐(0,𝑡)=𝑐(𝑡), (4)
whe e 𝑐(𝑡) is he known concen a ion. Al e na i ely, a Neu-
mann bounda y condi ion may be applied in he downs eam
bounda y p o ile x = L:
𝜕𝑐(𝐿,𝑡)
𝜕𝑥 =0. (5)
In Eq. (2), he key pa ame e s a e low eloci y u and coe i-
cien s Dx and Dy, which gene ally change o e ime and along
he s eam. In ou case, in o de o apply an analy ical solu ion,
i is assumed ha hese pa ame e s a e cons an in ime and along
he s eam axis.
In his s udy he longi udinal dispe sion coe icien Dx and
ho izon al ans e sal dispe sion coe icien Dy in he s eam
we e quan i ied by he analysis o he dye ex en iden i ied du -
ing he es s and ha ob ained om he calcula ion. Due o he
small dep h o he s eam, ideal mixing along he e ical was
aken in o accoun . Fo he case men ioned abo e, he analy ical
solu ion o Eq. (2) holds (Holly and Usseglio-Pola e a, 1984;
Van Mazijk, 1996):
𝑐(𝑥,𝑦,𝑡)=𝑀
4.𝜋.𝑡.ℎ𝐷.𝐷∙exp−󰇧󰇟𝑥−𝑢.𝑡󰇠
4.𝐷.𝑡 +𝑦
4.𝐷.𝑡󰇨 (6)
whe e MV is he mass o injec ed dye and h is he cons an wa e
dep h, x, y a e coo dina es (0,0 co esponds o he injec ion poin )
and is ime. F om Eq. (6), a e some manipula ion, i esul s
ha he cons an concen a ion (e.g. c = 0) a a gi en ime is
ep esen ed by an ellipse.
2.2. Empi ical equa ions
Nume ous s udies aimed a exp essing coe icien s Dx and Dy
using geome ic and hyd aulic cha ac e is ics o he s eam and
luid p ope ies (Seo and Cheong, 1998):
𝐷=𝑓(𝜌,𝜈,𝑢,𝑢∗,𝑤,ℎ), (7)
whe e ρ and ν a e luid densi y and iscosi y. The hyd aulic
cha ac e is ics a e mean eloci y u and shea eloci y u*, and he
geome ic cha ac e is ics a e he wid h o he channel w and
wa e dep h h. Dimensional analysis de ines he ela ionship
be ween he longi udinal dispe sion coe icien and he abo e-
men ioned cha ac e is ics. The in luence o he luid p ope ies
in a na u al s eam is p ac ically negligible (Seo and Cheong,
1998). In such s eams he ic ion losses and all channel
i egula i ies like con ac ions, expansions, e c. may be included
in he shea eloci y e m:
𝑢∗=(𝑔.ℎ.𝐽). (8)
whe e J is he ene gy line slope.
When app oxima ing R ≈ h o shallow low in a channel he
Chézy coe icien C in Eq. (1) may be exp essed using he Man-
ning o mula
𝐶=1
𝑛 ℎ
 (9)
and he Manning oughness coe icien n may be exp essed om
Eqs. (1) and (9) as ollows:
𝑛=1
𝑢 ℎ
 𝐽. (10)
Based on hese assump ions, Eq. (7) may be ew i en in di-
mensionless o m:
𝐷=𝑓󰇡𝑢
𝑢∗,𝑤
ℎ󰇢 (11)
Rela ion (11) has been aken in o accoun by a ious au ho s,
who ha e exp essed he longi udinal dispe sion coe icien ia
empi ical equa ions based on he esul s o labo a o y and ield
measu emen s. Fo he compa ison o ou esul s, h ee empi ical
o mulae ha e been selec ed which we e de i ed o condi ions
simila o hose in Lipko sky S eam (Table 2).
Table 2. Empi ical equa ions o Dx de e mina ion.
Au ho Empi ical equa ion
Fishe (1967) 𝐷=0.011𝑢𝑤
ℎ𝑢∗ (12)
Wang and Huai (2016) 𝐷=0.0798ℎ𝑢∗󰇡𝑤
ℎ
󰇢.󰇡𝑢
𝑢
∗󰇢 (13)
Oli ei a e al. (2017) 𝐷=0.744ℎ.𝑢.
𝑢∗.𝑤. (14)
The pa ame e s in he equa ions in Table 2 a e speci ied in he p e ious ex .
The ans e sal dispe sion coe icien Dy is also ela ed o he
hyd aulic and geome ic cha ac e is ics o an open channel
(Gond e . al., 2021):
𝐷=𝑓(𝑢,𝑢∗,𝑤,ℎ,𝜅,𝑆), (15)
whe e Sn is s eam sinuosi y and κ is he coe icien o he low
nonuni o mi y. In ou case, he low is conside ed uni o m, hus
κ
is equal o 0. The sinuosi y o Lipko sky S eam is negligible,
hus Sn is conside ed o be 1 o he selec ed each. Based on
hese assump ions, Eq. (15) may be ew i en in dimensionless
o m:
𝐷=𝑓󰇡𝑢
𝑢∗,𝑤
ℎ󰇢 (16)
Rela ion (16) has been aken in o accoun by he au ho s, who
exp essed he ans e sal dispe sion coe icien ia empi ical
equa ions based on he esul s o labo a o y and ield measu e-
men s (Table 3).
Ja omí Říha, Tomáš Julínek, S anisla Ko aška
320
Table 3. Empi ical equa ions o D
y
de e mina ion.
Au ho Empi ical equa ion
Fishe e al. (1979) 𝐷

=𝛼

ℎ𝑢
∗
(17)
Ru he o d (1994) 𝐷

=(0.15~0.30)ℎ𝑢
∗
(18)
Chau (2000) 𝐷

=0.18ℎ𝑢
∗
(19)
Huai e al. (2018) 𝐷

=ℎ𝑢
∗
⎣
⎢
⎢
⎢
⎡
0.69󰇡𝑢
𝑢
∗
󰇢
.

󰇧262+󰇡𝑢
𝑢
∗
󰇢

−31.8󰇡𝑢
𝑢
∗
󰇢󰇨+󰇧0.12󰇡𝑤
ℎ󰇢
.
󰇡𝑢
𝑢
∗
󰇢
.
𝑆

.
󰇨
󰇡𝑤
ℎ󰇢+0.222󰇡𝑢
𝑢
∗
󰇢−1.99⎦
⎥
⎥
⎥
⎤
(20)
The pa ame e s in he equa ions in Table 3 a e speci ied in he p e ious ex .
In compu e codes, he alue o he longi udinal dispe sion
coe icien is usually de e mined using he ollowing empi ical
equa ion (DHI, 2010):
𝐷= 𝛼ℎ𝑢
∗
(21)
whe e
α
is a dispe sion ac o , u* is shea eloci y and h is wa e
dep h.
2.3. The dye es
To de e mine he anspo pa ame e s, ou dye es s we e
ca ied ou a Lipko sky S eam loca ed in he no h o he Czech
Republic (Fig. 2). Lipko sky s eam is he igh bank ibu a y
o he Ticha O lice i e , he selec ed each o he es s is loca ed
jus ups eam o he con luence o bo h wa e bodies. The uppe
pa o he ca chmen is loca ed a he eas e n pa o he Jeseniky
moun ains a he K alicky Sneznik egion wi h na u ally p e-
se ed a ea. Close o he O lice i e he land is used o ag icul-
u al pu poses, Lipko sky s eam was egula ed a i s lowe pa .
The s eam is ela i ely small and s aigh (Fig. 3) wi h s eady
uni o m low du ing he es s i ing he abo e adop ed assump-
ions. Rela i ely uni o m dis ibu ion o he eloci y along he
c oss sec ion p o iding smalle longi udinal dispe sion is app o-
p ia e o obse a ions and "manual" moni o ing o he dye cloud
geome y. This also enables o comple e gene ally missing in o -
ma ion abou dispe sion cha ac e is ics in small na u al s eams.
The i s es (No. 1) was a ial one o p o ide p elimina y
in o ma ion abou he shape and eloci y o he dye cloud in he
s eam. Du ing he h ee ollowing es s (No. 2 o No. 4), he
measu emen s o he dye cloud dimensions we e ca ied ou . The
selec ed each o Lipko sky S eam was abou 60 m long wi h
cons an discha ge. The eloci y dis ibu ion and he discha ge
in he s eam we e de e mined by hyd ome ic measu emen s in
wo p o iles, 0 and D (Fig. 4). Ob ained alue o he discha ge
was Q = 0.45 m
3
/s wi h he mean eloci y being app oxima ely
u = 0.63 m/s. The dep h a e age eloci y a ied only sligh ly
ac oss he channel wid h and leng h (± 0.05 m/s).
The a e age wa e dep h was h = 0.25 ± 0.05 m, while he
wid h o he s eam was abou 3.0 o 3.2 m, he mean g ain size
o he s eam bed D
50
= 37 mm. The mean F oude numbe
F = 0.32 indica es subc i ical low in he s eam.
The Rhodamine WT dye was applied as an ins an aneous in-
jec ion in he cen eline o he s eam in p o ile 0 (Figs. 4, 5). The
mass o injec ed dye was M
V
=
2 g in all es s. The cen e o he
dye cloud was ma ked by a loa placed in o he s eam oge he
wi h he dye (Fig. 6).
As he ime-dependen spa ial sampling o he dye concen a-
ion is echnically a he di icul , an a emp was made o assess
dispe sion pa ame e s ia he simpli ied app oach o isually de-
e mining he ex en o he dye cloud p og essing along he
s eam. The a i al ime o he cloud on , he posi ion o he
cloud cen e and he end o he cloud, as well as he wid h o he
cen al pa o he cloud, we e simul aneously eco ded using
measu ing s a s du ing he expe imen a selec ed ime in e als.
In such a way, he p incipal axes o ellipses we e ob ained om
which he ellipses we e in e p e ed a indi idual ins an s (Fig. 7)
du ing he h ee es s (No. 2 o No. 4).
Fig. 2. The map o s udied a ea wi h he de ail o Lipko sky s eam.

Simpli ied dispe sion analysis based on dye es s a a small s eam
321
Fig. 3. Lipko sky S eam wi h he dye ( es No. 1).
Fig. 4. Schema ized s eam wi h injec ion poin and sampling p o iles.
Fig. 5. Dye injec ion.
Ja omí Říha, Tomáš Julínek, S anisla Ko aška
322
Fig. 6. App oxima ely ellip ical shape o he dye cloud wi h he loa (a ow) a he cen e o he cloud.
Fig. 7. Example o he esul ing calcula ion ob ained om he analy ical solu ion – es No. 3, ime 34 s. The ed ellipse schema ises he
obse ed dye ex en .
3. RESULTS
3.1. Measu ed geome ic cha ac e is ics o dye clouds
The measu emen s we e ela ed o he p o iles acco ding o
Fig. 4. The eadings o all geome ic cha ac e is ics we e ca ied
ou a he ins an s when he head o he dye cloud eached single
p o iles. The geome ic cha ac e is ics we e cloud head, cen e
and ail, and i s cen al wid h (Table 4). This enabled immedia e
compa ison o esul ing dis ances be ween indi idual es s and
es ima ing measu emen e o coun ing single decime es.
F om he geome ic da a in Table 4 he schema ic ex en o he
dye a indi idual ime ins an s was plo ed o each o he h ee
es s (Figs. 8 o 10); he igu es also con ain calcula ed esul s.
3.2. Backwa d analysis
F om Eq. (9) he Manning oughness coe icien n = 0.045 has
been de e mined which i s well he alues published e.g. by
(Noss and Lo ke, 2016) o simila ela i e oughness.
The dispe sion coe icien s D
x
and D
y
we e de e mined by
backwa d analysis ca ied ou by i ing he obse ed ellipses
wi h he analy ical solu ion ob ained om Eq. (6) (Fig. 7). The
mass o injec ed dye M
V
= 2 g. The ial-and-e o me hod was
used. Fo he backwa d analysis, he “no dye” zone was ep e-
sen ed by a concen a ion smalle han 10–5 mg/L, as his is he
minimum de ec able Rhodamine concen a ion acco ding o
Sma and Laidlaw (1977). This alue was also conside ed o be
he isibili y limi o a simila dye du ing a es ca ied ou wi hin
he s udy (Julínek and Říha, 2017). The calcula ion was ca ied
ou using Excel so wa e, whe e dye “ellipses” o indi idual
ime ins an s we e clea ly isible. They we e i ed wi h ellipses
aken om he ield obse a ions (Figs. 6, 7). In all es s, i = 7 in-
s an measu emen s o geome ic cha ac e is ics we e ca ied ou .
Using he ial-and-e o me hod, he measu ed low eloci y
u [m/s] was e i ied based on he loca ion o he cen e o he dye
clouds whe e he minimum o he oo mean squa e e o
(RMSE) was used as he c i e ion:
𝑅𝑀𝑆𝐸

= ∑
(







)




= min. (22)
whe e x
ci
and 𝑥





a e he p edic ed and obse ed x coo dina es o
he dye cloud cen e (Table 4).
The calib a ion o he a e age longi udinal dispe sion coe i-
cien D
x
[m
2
/s] was pe o med based on he measu ed loca ions
o he heads and ails o he dye clouds:
𝑅𝑀𝑆𝐸


= ∑
󰇟(








)

(







)

󰇠



= min. (23)
whe e 𝑥

and 𝑥





a e he p edic ed and obse ed x coo dina es
o he dye cloud heads, and 𝑥

and 𝑥





a e he p edic ed and
obse ed coo dina es o he ails (Table 4).
Simpli ied dispe sion analysis based on dye es s a a small s eam
323
Table 4. O e iew o dye cloud measu emen – obse ed cha ac e is ics o he clouds om he dye es s.
No. o he es P o ile (Fig. 4)
Cloud head Cloud cen e Cloud ail
Time Dis ance Dis ance Wid h Dis ance
[ s ] [ m ] [ m ] [ m ] [ m ]
2
0 0 0 0 0 0
7 5 3.5 0.7 1.6
A 12.5 10 7.1 0.8 4
B 24 20 13.5 1.05 7
BC 36 30 21.5 1.4 12
C 47 40 30 1.55 17
CD 58 50 37.5 1.65 26
D 68 60 44 2 28
3
0 0 0 0 0 0
6.5 5 2.8 0.5 1.5
A 12 10 7 0.7 4
B 22 20 14 0.9 6
BC 34 30 21.5 1.1 11
C 45 40 29 1.4 16
CD 56 50 34.5 1.6 24
D 67 60 42 1.9 29
4
0 0 0 0 0 0
5.5 5 3 0.7 2.5
A 10 10 7.5 0.9 4
B 21 20 14.5 1.1 7
BC 33.5 30 21 1.6 12
C 45.5 40 29.5 1.7 16
CD 57.5 50 36 1.85 25
D 68.5 60 43 2.1 31
The de e mina ion o he a e age ans e sal dispe sion coe i-
cien D
y
[m
2
/s] was based on he cen al wid hs o he dye clouds:
𝑅𝑀𝑆𝐸


= ∑
(







)




= min. (24)
whe e 𝑦

and 𝑦





a e he p edic ed and obse ed cen e wid hs
o a dye cloud (Table 4).
The esul ing mean eloci y and dispe sion coe icien s D
x
and D
y
a e lis ed in Table 5 oge he wi h he co esponding
RMSE.
G aphical compa isons o he measu ed and calcula ed esul s
o he h ee es s a e in Figs. 8 o 10, and an example o he
esul ing concen a ion dis ibu ion o he imes 34 s and 67 s is
shown in he 3D diag am in Fig. 11.
Table 5. The esul ing mean eloci y and dispe sion coe icien s D
x
and D
y
and co esponding RMSE.
Tes
No. u
[m/s] RMSE
u
[m] D
x
[m
2
/s] 𝛼
x
[–] 𝑅𝑀𝑆𝐸


[m] D
y
[m
2
/s] 𝛼
y
[–] 𝑅𝑀𝑆𝐸


[m]
2 0.634 1.02 0.051 1.75 2.43 0.00027 0.0093 0.025
3 0.629 0.65 0.057 1.96 2.19 0.00025 0.0086 0.065
4 0.630 0.76 0.052 1.79 1.87 0.00024 0.0083 0.11
Fig. 8. The esul s o backwa d analysis es No. 2 (blue ellipses – dye es , ed ellipses – calcula ion).
Ja omí Říha, Tomáš Julínek, S anisla Ko aška
324
Fig. 9. The esul s o backwa d analysis es No. 3 (blue ellipses – dye es , ed ellipses – calcula ion).
Fig. 10. The esul s o backwa d analysis es No. 4 (blue ellipses – dye es , ed ellipses – calcula ion).
Fig. 11. Spa ial in e p e a ion o he concen a ion dis ibu ion ob ained om he analy ical solu ion a imes 34 s and 67 s o es No. 3 (hal
o he clouds).