GroMoPo Metadata for Amsterdam Water Supply model

Authors:

GroMoPo Emilia Leijnse

Owners:

gromopo_admin

Type:

Resource

Storage:

The size of this resource is 1.8 KB

Created:

Feb 08, 2023 at 3:18 a.m.

Last updated:

Feb 08, 2023 at 3:19 a.m.

Citation:

See how to cite this resource

Sharing Status:	Public
Views:	771
Downloads:	229
+1 Votes:	Be the first one to this.
Comments:	No comments (yet)

Abstract

Thr Amsterdam Water Supply has been using both the finite difference model MODFLOW (McDonald, M.G., Harbaugh, A.W., 1989. A modular three-dimensional finite-difference ground water flow model. Chapter Al, USGS, Book 6, Modeling Techniques) and the analytic element model MLAEM (Strack, O.D.L,, 1989. Groundwater Mechanics. Prentice Hall, Englewood Cliffs, NJ, (ISBN 0-13-365412-5); Strack, O.D.L,, 1999. Principles of the analytic element method. Journal of Hydrology, 226, 128-138) for many years. Choosing one or the other depends on the hydrologic system, its scale and the hydrologic features to be taken into account. Either method has its specific advantages. (C) 1999 Elsevier Science B.V. All rights reserved.

Subject Keywords

Coverage

Spatial

Coordinate System/Geographic Projection:

WGS 84 EPSG:4326

Coordinate Units:

Decimal degrees

Place/Area Name:

Netherlands

North Latitude

52.4277°

East Longitude

5.3622°

South Latitude

51.8563°

West Longitude

4.5625°

Streets Terrain Satelite

Spatial Extent

Content

Learn more about the BagIt download

Select a file to see file type metadata.

Additional Metadata

Name	Value
DOI	10.1016/S0022-1694(99)00181-X
Depth	20
Scale	101 - 1 000 kmÂ²
Layers	1 layer
Purpose	Groundwater resources
GroMoPo_ID	160
IsVerified	True
Model Code	MODFLOW
Model Link	https://doi.org/10.1016/S0022-1694(99)00181-X
Model Time	SS
Model Year	1999
Model Authors	T. N. Oslthoorn
Model Country	Netherlands
Data Available	Report/paper only
Developer Email	NA
Dominant Geology	Unconsolidated sediments
Developer Country	Netherlands
Publication Title	A comparative review of analytic and finite difference models used at the Amsterdam Water Supply
Original Developer	No
Additional Information	The Amsterdam Water Supply has been using both the finite difference model MODFLOW and the analytic element model MLAEM for many years. Choosing one or the other depends on the hydrologic system, its scale and the hydrologic features to be taken into account. Either method has its specific advantages.
Integration or Coupling	Water management
Evaluation or Calibration	Static water levels
Geologic Data Availability

How to Cite

GroMoPo, E. Leijnse (2023). GroMoPo Metadata for Amsterdam Water Supply model, HydroShare, http://www.hydroshare.org/resource/ee4888ee27604f56bf1d86f0a20b122d

This resource is shared under the Creative Commons Attribution CC BY.

http://creativecommons.org/licenses/by/4.0/

Comments

There are currently no comments

	Name:
	Organization:
	Email:
	Address:
	Phone:
	Homepage:
	Author Identifiers: