Report details

Bibliographic Data

Title:

Ny havn i Kangaamiut - Forundersøgelser og forslag til en ny havn

Authors:

Anders Sand & Martin Christensen

Year:

2017

Report no.:

17-01

Topics:

Infrastruktur, Geoteknik

Keywords:

Havn, Kangaamiut

PDF file:

download report as pdf (21.4 MB)

Supervisors:

Thomas Ingeman-Nielsen

Abstract:

Den begrænsede vanddybde i havnen i Kangaamiut medfører at RALs nye bygdeskib ikke effektivt kan anløbe bygden. En ny havn som opfylder Qeqqata Kommunias ønsker om at forbedre besejlingsforholdene – så bygden også kan anløbes af kystpassagerskibet Sarfaq Ittuk og mindre krydstog.... Den begrænsede vanddybde i havnen i Kangaamiut medfører at RALs nye bygdeskib ikke effektivt kan anløbe bygden. En ny havn som opfylder Qeqqata Kommunias ønsker om at forbedre besejlingsforholdene – så bygden også kan anløbes af kystpassagerskibet Sarfaq Ittuk og mindre krydstogtskibe – kan anlægges i det nord-syd-gående stræde vest for bygden. Det foreslås at placere kajen på en pynt ca. 200 meter nord for dumpen, hvor der er plads til at imødekomme kommunens ønske om håndtering af containere. I strædet er der tilstrækkelig dybt til at Sarfaq Ittuk planmæssigt sejler igennem, men detaljeret viden om bathymetrien er begrænset, og feltundersøgelser har vist et behov for yderligere opmåling i området nord for pynten, inden kajens placering fastlægges. Anlægsomkostningerne til havn og vej estimeres til 17-25 mio. kr. afhængigt af behovet for uddybning i strædet. Derudover må påregnes udgifter til forundersøgelser og en oprydning af dumpen, hvis den foreslåede placering skal benyttes.

Appendices:

Smith_hammer.txt
Rock-testing.zip

Features & Map

GEOPHYSICAL-DATA

FIELD-MEASUREMENT

RESOURCE

PHOTO

SAMPLE

OTHER

BOREHOLE

LAB MEASUREMENT

ID	Name	Type	Date	Description
1763	Bathymetri	FIELD MEASUREMENT	Oct. 12, 2016	Bathymetric measurements with echo sounder. Reference UTM 22 N gr96 Mean Sea Level
1764	KAN_HA_FP_1	SAMPLE	Oct. 12, 2016	Rock sample from gneiss, <20 cm from surface. UCS = 57 MPa, Brazilian = 7,6 Mpa
1765	KAN_HA_FP_2	SAMPLE	Oct. 12, 2016	Rock sample from gneiss, <20 cm from surface. UCS = 80 MPa, Brazilian = 6,1 Mpa
1766	KAN_HA_FP_3	SAMPLE	Oct. 12, 2016	Rock sample from dolerite. UCS = 179 MPa, Brazilian = 23,6 Mpa
1767	KAN_HA_SH_1	FIELD MEASUREMENT	Oct. 3, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 51,91
1768	KAN_HA_SH_12	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -52, HR = 40,55
1769	KAN_HA_SH_13	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 47,32
1770	KAN_HA_SH_14	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 51,75
1771	KAN_HA_SH_15	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -70, HR = 53,30
1772	KAN_HA_SH_16	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 49,60
1773	KAN_HA_SH_17	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -53, HR = 45,50
1774	KAN_HA_SH_18	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -55, HR = 51,00
1775	KAN_HA_SH_19	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -46, HR = 50,00
1776	KAN_HA_SH_20	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -70, HR = 30,00
1777	KAN_HA_SH_21	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 48,25
1778	KAN_HA_SH_2	FIELD MEASUREMENT	Oct. 3, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 44,25
1779	KAN_HA_SH_23	FIELD MEASUREMENT	Oct. 9, 2016	Schmidt hammer on grinded surface (gneiss), angle = -45, HR = 51,86
1780	KAN_HA_SH_24	FIELD MEASUREMENT	Oct. 9, 2016	Schmidt hammer on grinded surface (gneiss), angle = -60, HR = 49,52
1781	KAN_HA_SH_25	FIELD MEASUREMENT	Oct. 9, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 50,47
1782	KAN_HA_SH_26	FIELD MEASUREMENT	Oct. 9, 2016	Schmidt hammer on grinded surface (gneiss), angle = -70, HR = 45,74
1783	KAN_HA_SH_27	FIELD MEASUREMENT	Oct. 9, 2016	Schmidt hammer on grinded surface (gneiss), angle = -75, HR = 51,30
1784	KAN_HA_SH_28	FIELD MEASUREMENT	Oct. 9, 2016	Schmidt hammer on grinded surface (gneiss), angle = -60, HR = 48,20
1785	KAN_HA_SH_29	FIELD MEASUREMENT	Oct. 9, 2016	Schmidt hammer on grinded surface (gneiss), angle = -70, HR = 47,90
1786	KAN_HA_SH_30	FIELD MEASUREMENT	Oct. 9, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 47,32
1787	KAN_G_SH_1	FIELD MEASUREMENT	Oct. 9, 2016	Schmidt hammer on grinded surface (dolerite), angle = -90, HR = 54,32
1788	KAN_HB_SH_1	FIELD MEASUREMENT	Oct. 9, 2016	Schmidt hammer on grinded surface (gneiss), angle = -70, HR = 47,58
1789	KAN_HA_SH_3	FIELD MEASUREMENT	Oct. 3, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 47,80
1790	KAN_HB_SH_3	FIELD MEASUREMENT	Oct. 10, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 49,63
1791	KAN_HB_SH_2	FIELD MEASUREMENT	Oct. 9, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 39,92
1792	KAN_HB_SH_4	FIELD MEASUREMENT	Oct. 10, 2016	Schmidt hammer on grinded surface (gneiss), angle = -65, HR = 46,10
1793	KAN_HB_SH_5	FIELD MEASUREMENT	Oct. 10, 2016	Schmidt hammer on grinded surface (gneiss), angle = -60, HR = 40,14
1794	KAN_HB_SH_6	FIELD MEASUREMENT	Oct. 10, 2016	Schmidt hammer on grinded surface (gneiss), angle = -60, HR = 50,25
1795	KAN_HA_SH_31	FIELD MEASUREMENT	Oct. 10, 2016	Schmidt hammer on grinded surface (gneiss), angle = -70, HR = 49,55
1796	KAN_HA_SH_32	FIELD MEASUREMENT	Oct. 10, 2016	Schmidt hammer on grinded surface (gneiss), angle = -70, HR = 48,05
1797	KAN_HB_SH_7	FIELD MEASUREMENT	Oct. 11, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 50,79
1798	KAN_HB_SH_8	FIELD MEASUREMENT	Oct. 11, 2016	Schmidt hammer on grinded surface (gneiss), angle = -80, HR = 44,65
1799	KAN_HB_SH_9	FIELD MEASUREMENT	Oct. 11, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 47,95
1800	KAN_HA_SH_5	FIELD MEASUREMENT	Oct. 3, 2016	Schmidt hammer on grinded surface (gneiss), angle = -70, HR = 43,20
1801	KAN_HB_SH_10	FIELD MEASUREMENT	Oct. 11, 2016	Schmidt hammer on grinded surface (gneiss), angle = -75, HR = 51,74
1802	KAN_HB_SH_11	FIELD MEASUREMENT	Oct. 11, 2016	Schmidt hammer on grinded surface (gneiss), angle = -75, HR = 47,22
1803	KAN_HB_SH_12	FIELD MEASUREMENT	Oct. 11, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 46,40
1804	KAN_HB_SH_13	FIELD MEASUREMENT	Oct. 11, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 49,10
1805	KAN_HB_SH_14	FIELD MEASUREMENT	Oct. 11, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 55,80
1806	KAN_HB_SH_15	FIELD MEASUREMENT	Oct. 11, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 50,30
1807	KAN_G_SH_2	FIELD MEASUREMENT	Oct. 11, 2016	Schmidt hammer on grinded surface (dolerite), angle = -35, HR = 58,50
1808	KAN_FP_3	FIELD MEASUREMENT	Oct. 12, 2016	Schmidt hammer on grinded surface (dolerite), angle = -60, HR = 46,6
1809	KAN_FP_3	FIELD MEASUREMENT	Oct. 12, 2016	Schmidt hammer on grinded surface (dolerite), angle = 0, HR = 57,85
1810	KAN_HA_SH_6	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 47,15
1811	KAN_HA_SH_7	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -90, HR = 48,60
1812	KAN_HA_SH_8	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -80, HR = 48,11
1813	KAN_HA_SH_9	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -50, HR = 38,83
1814	KAN_HA_SH_11	FIELD MEASUREMENT	Oct. 8, 2016	Schmidt hammer on grinded surface (gneiss), angle = -50, HR = 46,47
1815	Water level	FIELD MEASUREMENT	Oct. 3, 2016	Water level measured each 5 min. from 3/10/16 to 14/10/16. Reference: Mean Sea Level.