Author: United States. Army. Corps of Engineers. Philadelphia District
Publisher:
ISBN:
Category : Beltzville Lake (Pa.)
Languages : en
Pages : 48
Book Description
Lehigh River Basin, Beltzville Lake, Pohopoco Creek, Pennsylvania
Author: United States. Army. Corps of Engineers. Philadelphia District
Publisher:
ISBN:
Category : Beltzville Lake (Pa.)
Languages : en
Pages : 48
Book Description
Publisher:
ISBN:
Category : Beltzville Lake (Pa.)
Languages : en
Pages : 48
Book Description
Lehigh River Basin, Pohopoco Creek, Pennsylvania, Beltzville Lake Final Foundation Report
Author: United States. Army. Corps of Engineers. Philadelphia District
Publisher:
ISBN:
Category : Beltzville Lake (Pa.)
Languages : en
Pages : 28
Book Description
Publisher:
ISBN:
Category : Beltzville Lake (Pa.)
Languages : en
Pages : 28
Book Description
Lehigh River Basin, Pohopoco Creek, Pennsylvania, Beltzville Lake Design Memorandum No. 18A, Appendices to the Master Plan
Author: United States. Army. Corps of Engineers. Philadelphia District
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages :
Book Description
Lehigh River Basin, Pohopoco Creek, Pennsylvania, Beltzville Lake Condition Report
Author: United States. Army. Corps of Engineers. Philadelphia District
Publisher:
ISBN:
Category : Outlet works
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Outlet works
Languages : en
Pages :
Book Description
Lehigh River Basin, Pohopoco Creek, Pennsylvania, Beltzville Lake Condition Report
Author: United States. Army. Corps of Engineers. Philadelphia District
Publisher:
ISBN:
Category :
Languages : en
Pages : 29
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 29
Book Description
Lehigh River Basin, Pohopoco Creek, Pennsylvania, Beltzville Lake Condition Report
Author: United States. Army. Corps of Engineers. Philadelphia District
Publisher:
ISBN:
Category :
Languages : en
Pages : 15
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 15
Book Description
Lehigh River Basin, Pohopoco Creek, Pennsylvania, Beltzville Lake Condition Report
Author: United States. Army. Corps of Engineers. Philadelphia District
Publisher:
ISBN:
Category :
Languages : en
Pages : 13
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 13
Book Description
Lehigh River Basin, Pohopoco Creek, Pennsylvania, Beltzville Lake Condition Report
Author: United States. Army. Corps of Engineers. Philadelphia District
Publisher:
ISBN:
Category : Dams
Languages : en
Pages :
Book Description
Publisher:
ISBN:
Category : Dams
Languages : en
Pages :
Book Description
Beltzville Lake, Lehigh River Basin, Pohopoco Creek, Pennsylvania, Condition Report. Dam Outlet Works and Spillway
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 165
Book Description
The sixth periodic inspection of Beltzville Lake Dam was held on 11 and 12 Nov. 1976 by representatives of the North Atlantic Division and the Philadelphia District Army Corps of Engineers. The overall condition of the project is considered good. The two items of most concern to the inspection party were (1) the deterioration of the motor control units in the tower, and (2) the loss or faulty operations, since the dam's construction of a total of eight piezometers of the Warlam type, all of which are located downstream of the dam centerline (two of this total have been inoperative since October 1974). The motor control units have been replaced and action is in progress to correct other deficiencies prior to October 1977.
Publisher:
ISBN:
Category :
Languages : en
Pages : 165
Book Description
The sixth periodic inspection of Beltzville Lake Dam was held on 11 and 12 Nov. 1976 by representatives of the North Atlantic Division and the Philadelphia District Army Corps of Engineers. The overall condition of the project is considered good. The two items of most concern to the inspection party were (1) the deterioration of the motor control units in the tower, and (2) the loss or faulty operations, since the dam's construction of a total of eight piezometers of the Warlam type, all of which are located downstream of the dam centerline (two of this total have been inoperative since October 1974). The motor control units have been replaced and action is in progress to correct other deficiencies prior to October 1977.
Beltzville Lake Lehigh River Basin, Pohopoco Creek, Pennsylvania. Condition Report. Dam, Outlet Works and Spillway Periodic Inspection Report Number 1, July 1970
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 127
Book Description
The first periodical inspection of Beltzville Lake Dam, Pohopoco Creek, was undertaken by representatives of the Office of the Chief of Engineer, North Atlantic Division and the Philadelphia District. The overall condition of the dam was very good with no significant cracking on the outlet works and no structural effects observed on the spillways although some of the weepholes in the spillway stabs were clogged with debris and required cleaning. Bridge movement was not observed and piezometers showed only minute and insignificant pressures. The inspection disclosed no serious problems but several minor deficiencies were noted in the embankment, particularly at contact with the abutments in the conduit and spillway. Repair measures were outlined to be undertaken to correct these deficiencies.
Publisher:
ISBN:
Category :
Languages : en
Pages : 127
Book Description
The first periodical inspection of Beltzville Lake Dam, Pohopoco Creek, was undertaken by representatives of the Office of the Chief of Engineer, North Atlantic Division and the Philadelphia District. The overall condition of the dam was very good with no significant cracking on the outlet works and no structural effects observed on the spillways although some of the weepholes in the spillway stabs were clogged with debris and required cleaning. Bridge movement was not observed and piezometers showed only minute and insignificant pressures. The inspection disclosed no serious problems but several minor deficiencies were noted in the embankment, particularly at contact with the abutments in the conduit and spillway. Repair measures were outlined to be undertaken to correct these deficiencies.