© The Authors, 2025, Published by the Universidad del Zulia*Corresponding author: scarrasquero@uteg.edu.ec
Keywords:
Coagulation
Natural coagulants
Rapid mixing
Watermelon seeds
Turbidity
Potential of Citrullus lanatus seeds as a natural coagulant in drinking water treatment
Potencial como coagulante natural de las semillas de Citrullus lanatus en el tratamiento de agua
potable
Potencial como coagulante natural de sementes de Citrullus lanatus no tratamento de água potável
Sedolfo Jose Carrasquero Ferrer
1*
Altamira Rosa Díaz Montiel
2
María Carolina Pire Sierra
3
Rev. Fac. Agron. (LUZ). 2025, 42(2): e254224
ISSN 2477-9407
DOI: https://doi.org/10.47280/RevFacAgron(LUZ).v42.n2.VIII
Environment
Associate editor: Professor Beltrán Briceño
University of Zulia, Faculty of Agronomy
Bolivarian Republic of Venezuela
1
Universidad Tecnológica Empresarial de Guayaquil,
Guayaquil, Ecuador.
2
Facultad de Ingeniería, Universidad del Zulia, Maracaibo,
Venezuela.
3
Programa de Ingeniería Agroindustrial. Universidad
Centrooccidental Lisandro Alvarado. Barquisimeto,
Venezuela.
Received: 19-02-2024
Accepted: 30-04-2025
Published: 20-05-2025
Abstract
Natural coagulants have received signicant attention due to
their biodegradable nature, cost-eectiveness, and abundance of
sources. The objective of the research was to analyze the eciency
of Citrullus lanatus seeds treating synthetic waters with three levels
of initial turbidity (13, 75, and 200 NTU), applying four rapid
mixing times (1, 2, 4, and 5 min) in the purication process. The
coagulant was prepared with 5 g of the seed previously ground,
sieved, defatted, and diluted in a volume of 1 L of distilled water.
Jar tests were performed using doses of 50, 70, 90, 100, 150, 200,
250, 300, 400, and 500 mg.L
-1
using true color and turbidity as
control parameters. The coagulation was performed at a speed of
100 rpm, while occulation lasted 20 minutes at 30 rpm, and the
resting phase was 30 minutes. It was obtained that the optimal doses
of C. lanatus in the treatment process were 50, 150, and 300 mg. L
-1
for waters with 13, 75 and 200 NTU, respectively, obtaining the
highest percentages of turbidity removal (96.6 %) and true color
(94.4 %) in water with 75 NTU. Furthermore, it was concluded that
increasing the time in the rapid mixing phase caused an increase in
the levels of turbidity and true color; being the time of 2 min the
one that generated water that meet the values desired by the current
Venezuelan drinking water regulations, which contemplates 1 NTU
for turbidity and 5 UC Pt-Co for true color.
This scientic publication in digital format is a continuation of the Printed Review: Legal Deposit pp 196802ZU42, ISSN 0378-7818.
Rev. Fac. Agron. (LUZ). 2025, 42(2): e254224 April-June. ISSN 2477-9409.
2-6 |
Resumen
Los coagulantes naturales han recibido una atención signicativa
debido a su naturaleza biodegradable, rentabilidad y abundancia de
fuentes. El objetivo de la investigación fue analizar la eciencia de las
semillas Citrullus lanatus tratando aguas sintéticas con tres niveles de
turbidez inicial (13, 75 y 200 UNT) aplicando cuatro tiempos en la
fase de mezcla rápida (1, 2, 4 y 5 min) en el proceso de claricación.
El coagulante se preparó con 5 g de la semilla previamente molida,
tamizada, desengrasada, y diluida en un volumen de 1 L de agua
destilada. Se realizaron pruebas de Jarra utilizando dosis de 50, 70,
90, 100, 150, 200, 250, 300, 400 y 500 mg.L
-1
, utilizando el color
verdadero y la turbidez como parámetros de control. La coagulación
se realizó a una velocidad de 100 rpm, mientras que, la oculación
duró 20 minutos a 30 rpm y la fase de reposo fue de 30 minutos.
Se obtuvo que las dosis óptimas de C. lanatus en el proceso de
tratamiento fueron 50, 150 y 300 mg.L
-1
para aguas con 13, 75 y
200 UNT, respectivamente, obteniendo los mayores porcentajes
de remoción de turbidez (96,6 %) y color verdadero (94,4 %) en el
agua con 75 UNT. Además, se concluyó que el aumento del tiempo
en la fase de mezcla rápida ocasionó un incremento en los niveles
de turbidez y color verdadero; siendo el tiempo de 2 min, el que
generó aguas que cumplen con los valores deseados por la normativa
venezolana vigente de agua potable que contempla 1 UNT para la
turbidez y 5 UC Pt-Co para el color verdadero.
Palabras clave: coagulación, coagulantes naturales, mezcla rápida,
semillas de sandía, turbidez.
Resumo
Os coagulantes naturais têm recebido atenção signicativa
devido à sua natureza biodegradável, custo-benefício e abundância
de fontes. O objetivo da pesquisa foi analisar a eciência de sementes
de Citrullus lanatus tratando águas sintéticas com três níveis de
turbidez inicial (13, 75 e 200 NTU) aplicando quatro tempos rápidos
de mistura (1, 2, 4 e 5 min) no processo de puricação. O coagulante
foi preparado com 5 g da semente previamente moída, peneirada,
desengordurada e diluída em volume de 1 L de água destilada. Os
testes de frascos foram realizados nas doses de 50, 70, 90, 100,
150, 200, 250, 300, 400 e 500 mg.L
-1
, utilizando cor verdadeira e
turbidez como parâmetros de controle. A coagulação foi realizada a
uma velocidade de 100 rpm, enquanto a oculação durou 20 minutos
a 30 rpm e a fase de repouso foi de 30 minutos. Obteve-se que as
doses ótimas de C. lanatus no processo de tratamento foram 50, 150
e 300 mg.L
-1
para águas com 13, 75 e 200 NTU, respectivamente,
obtendo-se os maiores percentuais de remoção de turbidez (96,6 %) e
cor verdadeira (94,4 %) em água com 75 NTU. Além disso, concluiu-
se que o aumento do tempo na fase de mistura rápida provocou
aumento nos níveis de turbidez e cor verdadeira; O tempo foi de 2
min, o que gerou águas que atendem aos valores desejados pela atual
regulamentação venezuelana que contempla 1 UNT para turbidez e 5
UC Pt-Co para cor.
Palavras-chave: coagulação, coagulantes naturais, mistura rápida,
sementes de melancia, turbidez.
Introduction
The demand for drinking water is increasing globally along
with the increase in population (Dahasahastra et al., 2022). Water
pollution is becoming more frequent, which has implications for
the development of communities, both economically and socially
(United Nations Children’s Fund [UNICEF], 2014). The lack of safe
water for human use, sanitation and cleanliness represents a major
and urgent health problem; therefore, improving water resources
management could prevent approximately 10 % of all diseases that
occur (World Health Organization - United Nations Children’s Fund
[WHO-UNICEF], 2015), especially in poor and vulnerable groups,
particularly children under ve years old (Roy, 2023).
Currently, there is a lack of access to safe water in rural and semi-
urban regions, where a signicant part of the population uses turbid
raw water. In addition, it is estimated that climate change will aect
the quality of drinking water, impacting public health (Mishra, 2023).
That is why the elimination of colloidal and suspended particles from
water is advantageous since it mitigates the inconveniences caused
by turbidity. In this regard, the Ocial Gazette of the Republic of
Venezuela (GORBV) No. 36,395 dated February 13, 1998, establishes
1 NTU (nephelometric turbidity units) as the desired value and 5
NTU as the maximum permissible limit in waters intended for human
consumption.
There are several conventional treatment methods for turbidity
removal, including coagulation-occulation, chemical adsorption,
and ltration. These methods eectively remove colloidal and
suspended particles larger than 5 μm (Salinas et al., 2023). The
coagulation that involves the use of specic chemicals, such as alum,
has been employed for the removal of colloids. However, research
has highlighted the potential risks associated with residual aluminum
intake, including neurodegenerative disorders and Alzheimers
disease. Therefore, it is of great importance to nd an option to replace
chemical coagulants. Natural substances represent an option for use
in water clarication due to their abundant availability, low toxicity,
high biodegradability, and low rate of sewage sludge production
(Balbinoti et al. 2024).
Natural coagulants can be produced using as raw material the
seeds of plants with high protein content that contain carboxyl,
hydroxyl, and amino groups with a signicant anity towards
various contaminants. Organic coagulants have been made from
various parts or seeds of plants such as Moringa oleifera (Junho
et al., 2021), Cassia stula (Arias et al., 2020), Tamarindus indica
(Carrasquero et al., 2019), Cucumis melo (Abuda et al.
, 2021), and
C. lanatus (Sathish et al., 2018), which are known for their natural
coagulant properties that remove turbidity, BOD, TSS, and COD, and
also possess antimicrobial power (Ugwu et al., 2017).
The objective of the research was to analyze the eciency of C.
lanatus seeds in treating synthetic waters with three initial turbidity
levels (13, 75, and 200 NTU), applying four rapid mixing times (1, 2,
4, and 5 min) in the clarication process.
Materials and methods
Preparation of synthetic turbid water (STW)
To prepare the STW, the procedure recommended by Okuda et
al. (2001) was used. Five grams of kaolinite clay were weighed and
This scientic publication in digital format is a continuation of the Printed Review: Legal Deposit pp 196802ZU42, ISSN 0378-7818.
Carrasquero et al. Rev. Fac. Agron. (LUZ). 2025, 42(2): e254224
3-6 |
added to 1 L of distilled water. Subsequently, the dierent turbidity
values tested (13, 75, and 200 NTU) were obtained through successive
dilutions, with the following true color levels of 9, 19, and 32 UC Pt-
Co, respectively.
Coagulant solution
C. lanatus seeds were collected from residues from producing
fruit juices and salads in Maracaibo, Zulia state, Venezuela. It should
be noted that the endosperm was used; so, the seeds were washed,
then manually peeled and dried in an oven (Hamilton Beach, Mod.
31105, USA) at a temperature of 60 ± 5 °C for 2 h, then processed in a
manual mill (Corona Nacional, Venezuela) until obtain a our, which
was sieved through a 60 sieve (0.250 mm pore diameter) and stored in
amber jars for subsequent characterization, defatting and use.
The our obtained was defatted using the Soxhlet method. Twenty-
ve grams (25 g) were weighed and placed in an extraction cartridge,
and 150 mL of hexane (Merck, Purity 98.5 %) was added to the
ask; the extraction was performed for 8 h at a temperature of 45 °C.
Once the seeds were defatted, they were dried in an oven (Hamilton
Beach, Mod. 31105, USA) for 4 h at 50 °C (Association of Ocial
Analytical Chemists [AOAC], 2005). Then, they were characterized
by the following parameters: Humidity (Venezuelan Commission of
Industrial Standards [COVENIN], 1980), ash content (COVENIN,
1981a), and extractable oils and fats (COVENIN, 1981b).
The coagulant was prepared with 5 g of the seed previously
ground, sieved, and defatted, in a volume of 1 L of distilled water.
Subsequently, the evaluated doses were obtained by dilution: 50, 70,
90, 100, 150, 200, 250, 300, 400, and 500 mg.L
-1
as recommended
by Carrasquero et al. (2019). Coagulation-occulation tests were
performed using the Jar test in variable agitation equipment (Phipps and
Brid Inc., Mod. 300, USA), treating synthetic waters of low, medium,
and high turbidity, i.e., 13, 75, and 200 NTU, simulating drought and
rainfall conditions that can cause turbidity variations in natural water
bodies (Bina et al., 2009).
Eciency of the natural coagulant in the clarication process
Five hundred (500 mL) of STW were poured into the beakers, then
the dierent quantities of coagulant were dosed, and rapid mixing was
initiated, which corresponded to coagulation, at 100 rpm for 2 min,
followed by occulation with a slow mixture at 30 rpm for 20 min,
and, nally, sedimentation was carried out for 30 min. At the end of
this time, a sample of treated water was extracted, and ltered in a
vacuum pump using Whatman paper with a pore size of 25 μm, for the
determination of the physicochemical parameters: true color (platinum-
cobalt method), turbidity (nephelometric method), total alkalinity
(volumetric method), pH (standard potentiometric method), total
dissolved solids (gravimetric method), and total solids (gravimetric
method), following the Standard Methods for the Examination of
Water and Wastewater (Lipps et al., 2022).
To determine the eect of coagulation time in the rapid mixing
phase, Jar tests were performed by applying the doses that generated
the lowest values of turbidity and true color obtained in the previous
section under dierent times (1, 2, 4, and 5 min).
Experimental design
The results of the physicochemical parameters measured in seed
characterization were expressed using descriptive statistics, indicating
the values of central tendency (mean) and dispersion (standard
deviation). The results of the removal of physicochemical parameters
were studied using an analysis of variance and comparison of means
through Tukey’s test, using the statistical program IBM SPSS
Statistics. Before performing the ANOVAs, both the homogeneity
of the variances (Bartlett’s test) and the normal distribution of the
residuals (Kolmogorov-Smirnov Test) were checked, complying with
these precepts without requiring mathematical transformation.
In the rst stage, the eectiveness of the coagulant solution in
removing turbidity and true color for dierent initial turbidity levels
was evaluated, using a completely randomized design with a total of 9
assays (3 turbidity levels × 3 repetitions). For this statistical analysis,
a one-way ANOVA was applied, complemented with Tukey’s mean
separation test. In the second stage, the eect of mixing time on
coagulant eectiveness was studied, applying a 3×4 factorial design
(three turbidity levels by four stirring times), with a total of 12
treatments. In this case, a two-way ANOVA was used, followed by
Tukey’s test for the comparison of means.
Results and discussion
Physicochemical characteristics of C. lanatus seed
The preliminary characterization of the seed was carried out by
determining moisture, oils and fats, and ashes, as physicochemical
parameters (table 2).
Table 2. Physicochemical characteristics of C. lanatus seed.
Parameter ( % ) Arithmetic mean value ± standard deviation
Removable oils and fats 25.40 ± 1.76
Moisture 5.43 ± 0.42
Ash content 4.07 ± 0.15
n:3. N: Number of repetitions.
The average percentage of oils and fats was 25.40 %, a value
higher than that reported for other seeds used in the clarication
process, such as Mangifera indica L. (15.00 %), and Tamarindus
indica (7.63 %) (Carrasquero et al., 2019), which conrms the need
to defat the seed before performing clarication tests because the
natural coagulant could incorporate dissolved particles, fats and oils
from the seed (Carrasquero et al., 2015). Regarding the percentage
of moisture, an average value of 5.43 % was found, which is positive,
because a higher water content would accelerate the appearance of
decomposition reactions, which would cause the deterioration of the
seed.
Eectiveness of C. lanatus seeds by applying various doses
in the treatment of synthetic waters with three levels of initial
turbidity
At the end of the treatments, a decrease in turbidity was obtained
compared to the initial values. However, the increase in coagulant dose
was associated with slight increases in measured residual turbidity,
although they always remained below the original levels, evidencing
the eectiveness of the seed in turbidity removal (gure 1).
The results obtained showed a turbidity elimination range of
46.6 to 96.8 % during the analysis of all synthetic turbid waters.
For an initial turbidity of 13 NTU, values were obtained after the
coagulation-occulation process, ranging from 0.82 to 7.43 NTU,
applying doses between 50 and 500 mg.L
-1
. The highest percentages
of turbidity reduction, 91.8 and 92.5 %, were obtained using doses
of 50 and 70 mg.L
-1
, respectively, presenting statistical dierences
(p≤0.05) with the rest of the doses applied.
This scientic publication in digital format is a continuation of the Printed Review: Legal Deposit pp 196802ZU42, ISSN 0378-7818.
Rev. Fac. Agron. (LUZ). 2025, 42(2): e254224 April-June. ISSN 2477-9409.
4-6 |
Figure 1. Variation in the turbidity of the treated water as a function
of the dose of C. lanatus seeds. Vertical bars indicate the ari-
thmetic mean ± standard deviation for n:3. Mean followed
by dierent letters in each bar of the same color indicates
signicant dierences according to Tukey’s test (p≤0.05)
Figure 2. Variation of true color in treated water as a function of
C. lanatus seed dose. Vertical bars indicate the arithmetic
mean ± standard deviation for n:3. Mean followed by
dierent letters in each bar of the same color indicates
signicant dierences according to Tukey’s test (p≤0.05).
Comparison of the eectiveness of C. lanatus coagulant for
dierent turbidity levels using optimal doses
Table 3 shows the selected optimal doses with the residual values
of pH, total solids, total dissolved solids, and total alkalinity. For
waters with a turbidity of 13 NTU, the dose of 50 mg.L
-1
was selected,
which allowed obtaining a nal true color value of 1.5 UC Pt-Co
and a turbidity of 0.82 NTU, while for waters with 75 NTU and 200
NTU, the doses of 150 and 300 mg.L
-1,
were chosen, which generated
residual values after treatment of 2.60 NTU and 2.2 UC Pt-Co, and
13.80 NTU and 6 UC Pt-Co, respectively.
According to the statistical analysis carried out, in waters of
13 NTU, it is possible to identify ve groups of doses that present
residual levels of turbidity with signicant dierences: 50-70, 90
-150, 200, 250-300, 400, and 500 mg.L
-1
. It is inferred that low doses
are eective in signicantly reducing the initial low turbidity. For all
the doses evaluated in this type of water, removal percentages greater
than 90 % were obtained.
From a dose of 90 mg.L
-1
, a partial saturation eect could be
observed, where the removal eciency begins to decrease. Partial
saturation is a phenomenon that occurs in coagulation processes when
an excessive amount of coagulant is added (such as C. lanatus seeds
in this case), exceeding the point at which the removal of suspended
particles is maximized, without yet reaching complete supersaturation
(Arciniega et al., 2024).
For waters with a turbidity of 75 NTU, the maximum removal of
95.7 % was achieved with a dose of 150 mg.L
-1
, obtaining a residual
value of 3.2 NTU. Concerning the waters of 200 NTU, even though
turbidity removals greater than 86.5 % were obtained, the nal values
of this parameter did not comply with the maximum value allowed in
the Venezuelan drinking water regulations (GORBV No.36.395, 1998).
The oscillating trend of the removal percentages obtained for the
natural coagulant and the increase in turbidity produced with doses
greater than 300 mg.L
-1
conrms that seed removal occurs because
the seed provides high molecular weight polymers (cationic proteins)
that can chemically adsorb the colloidal particle at xed adsorption
sites. As this phenomenon occurs between dierent colloids, the
particles agglomerate in groups. According to Mandizvo et al. (2022),
C. lanatus seeds are a rich source of protein, with protein fractions
including globulins (63.7 %), albumins (18.6 %), and glutelins (14.0
%).
A true color reduction was obtained for waters of 75 NTU, ranging
from 92.7 to 97.3 % with doses between 50 and 150 mg.L
-1
, obtaining
residual values between 2.0 and 5.5 UC, presenting signicant
dierences (p≤0.05) with the rest of the doses applied (gure 2). For
waters with 200 NTU, the dose range with the lowest residual values
was obtained when 50 and 200 mg.L
-1
was used with residual color
values ranging from 10 to 15 UC.
The increase in color may be because the seeds of C. lanatus
caused the dispersal of colloids that generated color in the water;
therefore, the seeds were ineective when doses greater than 300
mg.L
-1
were used, achieving the highest residual value (6.7 UC Pt-
Co) and the lowest percentage of color removal (33.3 %) for a dose of
500 mg.L
-1
in waters of 13 NTU.
It was shown that the natural coagulant did not produce signicant
changes in the residual pH of the treated water, maintaining this
parameter between 6.76 and 6.93 units. Awad et al. (2013) also
found that natural coagulants did not aect the pH of the water after
treatment.
Regarding alkalinity, values between 70 and 143 mg CaCO
3.
L
-1
were obtained, being in the typical range for drinking water, which
ranges between 50 and 200 mg.L
-1
CaCO
3
(Pérez, 2016). When waters
have lower alkalinities, they are prone to contamination, because they
do not have the capacity to resist modications that generate pH
decreases.
Eect of rapid mixing time variation on the eectiveness of C.
lanatus seeds
Increasing the rapid mixing time from 1 to 5 minutes raised the
residual turbidity levels for the three types of water analyzed, when
comparing the results obtained for each time of the coagulation phase
(gure 3). This may be because the precipitated particles that formed
the oc have been resuspended (Adugna and Gebresilasie, 2018). For
an initial turbidity of 13 NTU, the lowest turbidity values after treatment
(0.84 and 0.92 NTU) were achieved with rapid mixing times of 1 and
2 min, with no signicant dierences (p>0.05) between these times.
Figure 3. Variation of residual turbidity and true color as a
function of rapid mixing time and dose of the solution
of watermelon seed (C. lanatus) for waters of dierent
turbidity levels. Vertical bars indicate the arithmetic
mean ± standard deviation for n:3. MPV: Maximum
permissible value. DV: Desirable value.
This scientic publication in digital format is a continuation of the Printed Review: Legal Deposit pp 196802ZU42, ISSN 0378-7818.
Carrasquero et al. Rev. Fac. Agron. (LUZ). 2025, 42(2): e254224
5-6 |
Regarding true color values, a behavior similar to that reported for
turbidity was obtained; that is, an increase in the residual color values
was observed. The lowest residual color values, 1.1 and 1.3 UC Pt-
Co, were obtained with mixing times of 1 and 2 min in low turbidity
waters (13 NTU). These values are lower than the maximum limit
established by Venezuelan regulations (15 UC Pt-Co).
The highest percentages of turbidity (91.6 – 93.9 %) and true
color (80.7 – 88.2 %) reduction were recorded when the times in the
1- and 2-min rapid mixing phase were used (gure 4).
Figure 4. Variation in the percentage of turbidity and true color
removal as a function of the rapid mixing phase in
the treatment process with C. lanatus for waters with
dierent levels of turbidity. Vertical bars indicate the
arithmetic mean ± standard deviation for n=3. Mean followed
by dierent letters in each bar of the same color indicates
signicant dierences according to Tukey’s test (p≤0.05).
Conclusions
The characterization of the watermelon seeds showed low
moisture content (5.43 %), ash content of 4.07 %, and a concentration
of oils and fats of 25.40 %, which indicates that the seed, once the
lipids have been extracted, can be used as a coagulant in the treatment
of drinking water.
The optimal doses of C. lanatus seed for the removal of turbidity
and true color in the coagulation-occulation process were 50, 150,
and 300 mg.L
-1
for waters of 13, 75, and 200 NTU. The highest
percentages of turbidity (96.6 %) and color (94.4 %) removal for
water with 75 NTU for a dose of 150 mg.L
-1
.
When analyzing the quality of the water treated with C. lanatus
seeds as a coagulant, it was possible to reduce turbidity values to levels
lower than the maximum limits established by the sanitary standards
of drinking water quality of 13 and 75 NTU. While for waters of
200 NTU, none of the doses used managed to obtain residual values
below this limit.
Increasing the rapid mixing time caused a rise in the residual
values of turbidity and color during the treatment of the waters of 13,
75 and 200 NTU; being the times of 1 and 2 minutes, which presented
signicant dierences compared to the others tested and resulted
in treated waters that meet the maximum values established in the
Venezuelan regulations for drinking water.
Acknowledgment
The authors express their gratitude for the support provided
by the Water Resources Sanitation Network using Innovative and
Sustainable Technologies (RED-AMARU) of the Ibero-American
Program of Science and Technology for Development (CYTED).
Literature cited
Abuda, A., Gnanasundaram, N. y Kanakasabai, P. (2021). Response surface
analysis for sewage wastewater treatment using natural coagulants.
Polish Journal of Environmental Studies, 30(2), 1215–1225. https://doi.
org/10.15244/pjoes/12051.
Adugna, A. y Gebresilasie, N. (2018). Aloe steudneri gel as natural occulant for
textile wastewater treatment. Water practice and technology, 13(3), 495-
504. https://doi.org/10.2166/wpt.2018.062.
Association of Ocial Analytical Chemists [AOAC]. (2005). Ocial method of
Analysis. 18th Edition, Association of Ociating Analytical Chemists,
Washington DC, Method 935.14 and 992.24.
Arciniega, M., Ávila, J. y Hernández P. (2024). Remoción de sólidos totales
en agua mediante coagulantes naturales: Semillas de linaza, chía y
zaragatona. Producción Agropecuaria y Desarrollo Sostenible, 12(1),
115-129. https://doi.org/10.5377/payds.v12i1.17420
Arias, J., Vergara, J., Arias, E., Gould, A. y Gazabon, D. (2020). Evaluation of low-
cost alternatives for water purication in the stilt house villages of Santa
Marta’s Cienaga Grande. Heliyon, 6(1), e03062. https://doi.org/10.1016/j.
heliyon.2019.e03062
Awad, M., Wang, H. y Li, F. (2013). Preliminary study on the combined use of
Moringa seed extract and PAC for water treatment. Journal of recent
science, 2(8), 52-55.
Balbinoti, J., Jorge, R., Santos, R., Balbinoti, T., De Almeida, L. y De Jesus, F.
(2024). Treatment of low-turbidity water by coagulation combining
Moringa oleifera Lam and polyaluminium chloride (PAC).Journal
of Environmental Chemical Engineering
, 12(1), 111624. https://doi.
org/10.1016/j.jece.2023.111624.
Bina, B., Mehdinejad, M., Nikaeen, M. y Movahedian, H. (2009). Eectiveness
of chitosan as natural coagulant aid in treating turbid waters. Iranian
Journal of Environmental Health Science and Engineering., 6(4):247-
252.
Carrasquero, S., Martínez, M., Castro, M., Díaz, A. y Colina, G. (2019). Remoción
de turbidez usando semillas de Tamarindus indica como coagulante en la
potabilización de aguas. Bases de la ciencia, 4(1), 19-44.
Carrasquero, S., Lozano, Y., García, M., Camacho, M., Rincón, A. y Mas y
Rubí, M. (2015). Eciencia de las semillas de durazno (Prunus persica)
como coagulante en la potabilización de aguas. Boletín del Centro de
Investigaciones Biológicas, 49(3), 239-25.
Comisión Venezolana de Normas Industriales [COVENIN]. (1980). Norma
venezolana. Productos cereales y leguminosos. Determinación de grasas.
COVENIN No. 1553-80. Caracas, Venezuela.
Comisión Venezolana de Normas Industriales [COVENIN]. (1981a). Norma
venezolana. Productos cereales y leguminosos. Determinación de
cenizas. COVENIN No. 1783-81. Caracas, Venezuela.
Table 3. Comparison of watermelon seed coagulant (C. lanatus) for dierent turbidity levels using optimal doses
IT (NTU)
Dose
(mg.L
-1
)
% Removal
of turbidity
%
Removal
of true color
pH
Total solids
(mg. L
-1)
Total Dissolved
Solids
(mg.L
-1
)
Total Alkalinity
(mg CaCO
3
.L
-1
)
13 50 93.7 ± 1.7
b
86.6 ± 2.5
b
6.76
a
± 0.15 200 ± 17 103 ± 5 70 ± 17
75 150 96.5 ± 1.1
a
88.4 ± 2.1
a
6.93
a
± 0.61 240 ± 35 95 ± 4 140 ± 36
200 300 93.2 ± 1.8
b
81.3 ± 5.0
b
6.91
a
± 0.33 402 ± 67 99 ± 6 143 ± 12
IT: Initial turbidity. N:3. Mean followed by dierent letters in each row indicates signicant dierences according to Tukey’s test (p≤0.05)
This scientic publication in digital format is a continuation of the Printed Review: Legal Deposit pp 196802ZU42, ISSN 0378-7818.
Rev. Fac. Agron. (LUZ). 2025, 42(2): e254224 April-June. ISSN 2477-9409.
6-6 |
Comisión Venezolana de Normas Industriales [COVENIN]. (1981b). Norma
venezolana. Productos cereales y leguminosos. Determinación de grasas.
COVENIN No. 1785-81. Caracas, Venezuela.
Dahasahastra, V., Balasundaram, K. y Latkar, M. (2022). Turbidity removal
from synthetic turbid water using coagulant recovered from water
treatment sludge: A potential method to recycle and conserve
aluminium. Hydrometallurgy, 213, e105939. https://doi.org/10.1016/j.
hydromet.2022.105939.
Fondo de las Naciones Unidas para la Infancia [UNICEF] (2014). Agua,
saneamiento e higiene. https://www.unicef.org/es/agua-saneamiento-
higiene.
Gaceta Ocial de la República de Venezuela [GORBV] (1998). Normas sanitarias
de calidad del agua potable. No. 36.395, de fecha 13 de febrero de 1998.
Caracas, Venezuela.
Junho, A., Dos Santos, I. y Silva, A. (2021). Treatment of wastewater from the
dairy industry with Moringa oleifera using two dierent methods,
Research, Society and Development, 10, e21710716514, https://doi.
org/10.33448/rsd-v10i7.16514.
Lipps, W. C.; Braun-Howland, E. B y Baxter, T. E. (Eds.). (2022) Standard Methods
for the Examination of Water and Wastewater, 24th ed. Washington DC:
APHA Press.
Mandizvo, T., Odindo, A. y Mashilo, J. (2022). Nutrient composition and
physical properties of citron watermelon (Citrullus lanatus var. citroides
(L.H. Bailey) Mansf. ex Greb.) seeds are related to seed coat visual
appearance. South African journal of botany, 145, 405-419. https://doi.
org/10.1016/j.sajb.2022.02.015.
Mishra, R. (2023). Disponibilidad de agua dulce y su desafío global. British
Journal of Multidisciplinary and Advanced Studies, 4(3), 1–78. https://
doi.org/10.37745/bjmas.2022.0208
Okuda, T., Baes, W., Nishijima, N. y Okada, M. (2001). Coagulation mechanism of
salt solution extracted active component in Moringa oleifera seeds. Water
Research 35(3), 830-834. https://doi.org/10.1016/s0043-1354(00)00296-7.
Organización Mundial de la Salud y Fondo de las Naciones Unidas para la
Infancia [OMS-UNICEF] (2015). Informe en materias de saneamiento y
agua potable. Informe de actualización y evaluación del ODM. Ginebra,
Suiza. https://www.unwater.org/sites/default/les/app/uploads/2020/04/
WHOUNICEF-Joint-Monitoring-Program-for-Water-Supply-and-
Sanitation-JMP- %E2 %80 %93-2015-Update_ESP.pdf
Pérez, E. (2016). Control de calidad en aguas para consumo humano en la región
occidental de Costa Rica. Tecnología en Marcha, 29(3), 3-14. http://
dx.doi.org/tm.v29i3.2884
Roy, C., Sati, V. P., Biswas, A. y Kumar, S. (2023). Status of drinking water,
sanitation facilities, and hygiene in West Bengal: evidence from the
National Family Health Survey of India (NFHS), 2019–2021. Journal of
water sanitation and hygiene for development
, 13(1), 50-62. https://doi.
org/10.2166/washdev.2023.228.
Salinas, D. La Cruz, L., Zambrano, L, Rodríguez, J. Sanoja, K. Luque, R.,
Fernández, K., Gómez, Y. y Baquerizo, R. (2023). Evaluation of a
continuous ow electrocoagulation reactor for turbidity removal from
surface water. Process Safety and Environmental Protection, 198, 478-
488. https://doi.org/10.1016/j.cherd.2023.08.049
Sathish S., Vikram, S. y Suraj, R. (2018). Eectiveness of turbidity removal from
synthetic and tannery wastewater by using seeds of a natural coagulant
Citrullus lanatus. Nature Environment and Pollution Technology: An
International Quarterly Scientic Journal, 17(2), 551-553. https://www.
neptjournal.com/upload-images/NL-64-30-(28)B-3487.pdf
Ugwu, N., Umuokoro, A., Echiegu, E., Ugwuishiwu, B. y Enweremadu, C. (2017).
Comparative study of the use of natural and articial coagulants for the
treatment of sullage (domestic wastewater). Cogent Engineering, 4(1),
1-13. https://doi.org/10.1080/23311916.2017.1365676