In determining the value of the curve number, Indonesia does not yet have a Hydrologic Soil Group (HSG) map, so it is necessary to research HSG classification in each region. Especially on the north coast of Papua, the problem of surface runoff, which has the potential to become inundated, is quite a serious concern because several areas with the highest population density and urban settlements are in this area. Therefore, HSG studies and Curve Number (CN) values are needed to support predictive analysis of surface runoff in an area. The purpose of this study is to analyse the suitability of the formulation in calculating the hydraulic conductivity and CN value with the Green-Ampt Infiltration Model approach to the results of soil texture analysis and HSG obtained from soil samples in the Sorong area. The research stages are preparing the required materials and equipment, taking soil samples in the field, and activities in the laboratory. First, we analysed data to determine the soil’s physical properties, texture, and Hydrologic Soil Group (HSG). Then, we can interpret the hydraulic conductivity and CN value. The last step is to analyse the relationship between hydraulic conductivity and curve number for soil data in Sorong and compare the CN value to conclude the suitability of the formulation used with the data obtained. The graphical analysis result shows hydraulic conductivity and the curve number value calculated with the Green-Ampt Infiltration Model is more suitable for solving Muntohar Ksat = K than using the Bouwer assumption in calculating the CN value.

1.
A.N.A.
Ramadan
,
W.K.
Adidarma
,
B.A.
Riyanto
, and
K.
Windianita
.
Determination Of Hydrologic Soil Group For The Calculation Of Floods At Upper Brantas Watershed.
(Jurnal Sumber Daya Air, Jakarta,
2017
). Vol.
13
No.
2 November 2017
:
69
82
. Download: https://www.researchgate.net/publication/324478372
2.
K.J.
Al Marsumi
and
A.M.
Al Shamma
.
Classification of soil infiltration rate depending on the Hydrological soil group map South East Iraq.
(Journal of Science, Baghdad, 2017). Vol.
58
, No.
4B, pp
:
2165
2171
. Download: DOI:
3.
D.
Stewart
,
E.
Canfield
, and
R.
Hawkins
.
Curve Number Determination Methods and Uncertainty in Hydrologic Soil Groups from Semiarid Watershed Data
. (Journal Of Hydrologic Engineering, United States, 2012). Vol.
17
:
1180
1187
. Download: https://www.researchgate.net/publication/275182092
4.
K.S.
Rawat
,
S.K.
Singh
and
S.
Szilard
.
Comparative evaluation of models to estimate direct runoff volume from an agricultural watershed.
(Journal of Geology, Ecology, and Landscapes, UK., 2021). Vol.
5
, No.
2
,
94
108
. Download: .
5.
D.F.B.
Welkis
,
F.
Moun
,
I.
Lobo
and
D.S.
Krisnayanti
.
Characteristics of Flood Water Level Based on Hydrologic SoilGroupAnalysisinTemefWatershed
.
In IOP Conference Series: Earth and Environmental Science.
D. Frangky B.
Welkis
et al
2020
IOP Conf. Ser.: Earth Environ. Sci. 437 012005. (ICWRDEP 2019, IOP Publishing, 2020). Download: doi:
6.
A.
Chandel
and
V.
Shankar
.
Evaluation of empirical relationships to estimate the hydraulic conductivity of borehole soil samples
. (
ISH Journal of Hydraulic Engineering
,
India
,
2021
). Download:
7.
R.M.
Carpena
,
C.M.
Regalado
,
J.A.
Benedi
and
F.
Bartoli
.
Field Evaluation Of The New Philip-Dunne Permeameter For Measuring Saturated Hydraulic Conductivity
. (Journal: Soil Science, USA, 2002). Vol.
167
, No.
1
. 0038-075C/02/16701-9–24 January 2002. Download: https://citeseerx.ist.psu.edu/viewdoc/download?doi=10.1.1.726.9335&rep=rep1&type=pdf
8.
H.
Pristianto
,
A.
Rusdi
,
M.
Rusmin
,
A.
Saputra
and
I.
Iqbal
.
Overview of Infiltration Rate in Tropical Coastal Areas (A Preliminary Study in Papua).
2021 5th International Conference on Engineering and Applied Technology
(
ICEAT
),
Banjarmasin
, October 27th, 2021. (AST-PTM, Banjarmasin,
2021
).
9.
S.L.
Neitsch
,
J.G.
Arnold
,
J.R.
Kiniry
and
J.R.
Williams
.
Soil and Water Assessment Tool.
In Technical Report No. 406. (Texas Water Resources Institute, Texas, 2011).
Texas A&M University System
. Download: https://swat.tamu.edu/media/99192/swat2009-theory.pdf
10.
L.M.
Risse
,
B.Y.
Liu
, and
M.A.
Nearing
.
Using Curve Numbers to Determine Baseline Values of Green-Ampt Effective Hydraulic Conductivities
. (Water Resources Bulletin, USA, 1995).
American Water Resources Association
, Vol.
31
. No.
1
. Download: https://pubag.nal.usda.gov/download/6595/PDF
11.
S.K.
Mishra
,
S.R.
Kumar
, and
V.P.
Singh
.
Calibration and validation of a general infiltration model.
(Hydrological Processes Jurnal, United States, 1999) Hydrological Processes. 13, 1691–1718 (
1999
). Download: https://www.academia.edu/4320599/Calibration_and_validation_of_a_general_infiltration_model
12.
NEH. Part 630
,
Hydrology-National Engineering Handbook.
(
Natural Resources Conservation Service, United States Department of Agriculture
,
2009
). Download: https://directives.sc.egov.usda.gov/viewerFS.aspx?id=2572
13.
A.S.
Muntohar
.
An Integrated Infiltration and Slope Stability Model for Predicting Rainfall Induced Landslides along a Mountain Road Taiwan
. Dissertation (
Nation Taiwan University
,
Taiwan
,
2008
). Page-
25
.
14.
H.
Pristianto
,
S.
Soehardjono
,
M.
Bisri
and
E.
Suhartanto
.
Development of Small Watershed Infiltration Model.
Dissertation Proposal. (
Universitas Brawijaya
,
Malang
,
2021
). page-
61
.
15.
S.
Grimaldi
,
A.
Petroselli
, and
N.
Romano
.
Curve-Number/Green–Ampt Mixed Procedure for Streamflow Predictions in Ungauged Basins: Parameter Sensitivity Analysis.
(
Hydrological Processes
,
USA
,
2013
). Hydrol. Process. 27, 1265–1275 (2013). Download: https://www.researchgate.net/publication/242654475
16.
V.T.
Chow
,
D.R.
Maidment
, and
L.W.
Mays
.
Applied Hydrology. In Internasional Edition
. (
McGraw Hill Series in Water Resources and Environmental Engineering
,
New York
,
1988
). page-
151
.
17.
TR-55
.
Urban Hydrology for Small Watersheds. In Technical Release 55
. (
Natural Resources Conservation Service, UnitedStatesDepartmentofAgriculture
,
1986
).Page
2.5
2.7
. Download: https://www.nrcs.usda.gov/Internet/FSE_DOCUMENTS/stelprdb1044171.pdf
18.
D. N.
Moriasi
,
J. G.
Arnold
,
M. W.
Van Liew
,
R. L.
Bingner
,
R. D.
Harmel
, and
T. L.
Veith
.
Model Evaluation Guidelines For Systematic Quantification Of Accuracy In Watershed Simulations.
(Transactions Of The Asabe, United States,
2007
). Vol.
50
(
3
):
885
900
. page 887. Download: https://swat.tamu.edu/media/1312/moriasimodeleval.pdf.
19.
H.
Pristianto
,
A.
Farida
,
A.
Saputra
and
I.
Iqbal
. Report of Soil Texture Research for Sorong Region.
Reports of Laboratory Research Activities
. (
Universitas Muhammadiyah Sorong
,
Sorong
,
2022
).
20.
K.W.
King
,
J.G.
Arnold
, and
R.L.
Bingner
. Comparison Of Green-Ampt And Curve Number Methods On Goodwin Creek Watershed Using SWAT. (
American Society of Agricultural Engineers
,
USA
,
1999
). Download: https://www.researchgate.net/publication/237331587
21.
R.E.
Green
and
J.C.
Corey
.
Calculation of Hydraulic Conductivity: A Further Evaluation of Some Predictive Methods.
(Soil Science Society of America Journal,
1971
). Vol.
35
,
1971
. Download:
22.
M. A.
Nearing
,
B. Y
Liu
,
L. M.
Risse
, and
X.
Zhang
.
Curve Numbers And Green-Ampt Effective Hydraulic Conductivities.
(Water Resources Bulletin, USA,
1996
). American Water Resources Association, Vol.
32
No.
1
. Download: https://www.fceia.unr.edu.ar/seminarios-dh-curiham/Seminario_34_mario_castiglioni/Nearing_et_al-1996-JAWRA_Journal_of_the_American_Water_Resources_Association.pdf
23.
M.
Elhakem
and
A.N.
Papanicolaou
.
Runoff Curve Number and Saturated Hydraulic Conductivity Estimation via Direct Rainfall Simulator Measurements
. (
Journal of Water Management Modeling
,
USA
,
2012
). Download: https://dspace.adu.ac.ae/bitstream/handle/1/3019/Runoff%20Curve%20Number%20and%20Saturated%20Hydraulic%20Conductivity%20Estimation%20via%20Direct%20Rainfall%20Simulator%20Measurements.pdf?sequence=1
24.
B.
Wagner
,
V.R.
Tarnawski
,
V.
Hennings
,
U.
Muller
,
G.
Wessolek
, and
R.
Plagge
.
Evaluation Of Pedo-Transfer Functions for Unsaturated Soil Hydraulic Conductivity Using an Independent Data Set
. (
Geoderma Journal
,
Vegeningen
,
2001
).102 2001
275
297
. Download: https://www.researchgate.net/publication/253592167
25.
H.R.
Sadr
.
Influence Of Coarse Soils With High Hydraulic Conductivity On The Applicability Of The SCS-CN Method.
(
Hydrological Sciences Journal
,
UK
,
2017
). Vol.
62
, No.
5
,
843
848
. Download:
This content is only available via PDF.
You do not currently have access to this content.